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Home My WebLink AboutContract 43850 (2)i� �i� ��t�� FORTWORTH ��Y S�CREI'AI31� �� ,� � ��'x��i�� :� _ �,�,E, FILF SPECIFICATIONS AND CONTRACT DOCUMENTS CQNTRACTJf�'S� BONDtNG ��,� CONSTRUCTION'S COPY FOR CLIENT DEPAf:T►��ITARY SEWER REHABILITATION CONTRACT LIII (53) May 2012 Betsy Price Mayor Unit 1 Sewer No. P254-707170146283 Unit 2 Sewer No. P258-707170146283 D.(�.E. No. 3764 City Project No. 01462 X-21894 Doug W. Wiersig, Ph.D, P.E. Director, Transportat�on and• Public Works Department Tom Higgins City Manager �. Frank Crumb, P.E. Directcr, Water Department � �� --'�� ;� �I �� ''� =� : :' �I I �;�! Richard Zavala Director, Parks and Community Services Department PREPARED FOR: : l��.6��Rt�, OFFIG 1�'' �� ' �� 9 °rx ';, ;�_ , THE CITY OF FORT WORTH, TEXAS ��i� � �A� ENGINEERING CORPORATION T.B.P.E. FIRNi REGISTRATION #392 6421 CAMP BOWIE BLVD, STE 400 fT, WORTH, TX 76116 (817) )63-8883 �,l�a�0� � �� F �� e�'�°�'''� °°`�`a�� +. � �:' ��rt' °•�� '°�°'a�'�; �o.....e�iA�.�.., ��%� „'� �� E �;:�F� ��. ,��:,;.��,�� .� �� . e��`u �%�� o,..o%ft'� ;° '?.�,tf� � i ` j��p,`�(y�s� :t,,;��"t��cr�ia�� v 7 �^ s w �- g,� .�.�,.�.� � �i��Z FO RT WO RT H �.—� SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SANITARY SEWER REHABILITATION ' COfVTRACT LIII (53) Unifi 1 Sewer No. P254-707170146283 Unit 2 Sewer No. P258-707170146283 D.O.E. No. 3764 City Project No. 01462 X-21894 May 2012 Betsy Price Mayor Tom Higgins City Manager Doug W. Wiersig, Ph.D, P.E. Director, Transportation and. Public Works Department S. Frank Crumb, P.E. Director, Water Department Richard Zavala Director, Parks and Community Services Department . . . � . � � . THE CITY OF FORT WORTH, TEXAS s � ` ENGINEERING CORPORATION T.B.P.E. FIRM REGISTRATION #392 i' 6421 CAMP BOWIE BLVp, STE 400 FT, WORTN, TX 76116 (817) 763•8883 �_v e �� '��oF p,��S'�8 � : '� � ., � :: ' .......... .,, '.�`� � � ��'r��f �� ,��,��h � � . . „ e,.��..�.soo.... .., ��'°'. J"�.>;i�3 :��'� , � o�, �i, � ;� /�, � �� ,�.;,�, � h.".; i , �,,ti � . �A��,�a �'F 3� . � � � � • � /LV4 ( i 5`c�� I TABLE OF CONTENTS 1 — Project Information 2 — Front End Documents 3 — MWBE Documentation 4 — Bid Package 5— General and Special Conditions 6— Contracts, Bonds and Insurance 7 — APPENDIX Title Page 2.1 — Table of Contents 2.2 — Notice to Bidders 2.3 — Comprehensive Notice to Bidders 2.4 — Special Instructions to Bidders 3.1 — MWBE Special Instructions 3.2 — MWBE SubcontractorslSuppliers Utilization Form 3.3 — MWBE Prime Contractor Waiver 3.4 — MWBE Goad Faith Effort 3.5 — MWBE Joint Venture 4.1 — Bid Proposal 4.2 — Vendor Compliance to State Law 5.1 — Part C General Conditions 5.2 — Supplementary Conditions to Part C 5.3 — Part D— Special Conditions 5.4 — Part DA — Additional Special Conditions 5.5 — Part E — Specifications 5.6 — Wage Rates M&C 5.7 — Compliance with and Enforcement of Prevailing Wage Rates 5.8 — Standard Details 6.1 — Certificate of Insurance 6.2 — Contractor Compliance With Workers' Compensation Law 6.3 — Conflict of (nterest Questionnaire 6.4 — Performance Bond 6.5 — Payment Bond 6.6 — Maintenance Bond 6.7 — City of Fort Worth Contract TWDB Requirements Easements and Rights of Entry Addenda Rev 2-2-10 2.2 - Notice to Bidders M&C Review , � Page 1 of 3 Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FORT._ ��ri� � - - ___ _ - - - - -- - - - - -__ _ --- - -- --- _ - -- -- -- - _-� COUNCIL ACTION: Approved on 9/18/2012 - Ordinance No. 20410-09-2012 �— - __ _- — --- — - _ _ - _ - - -- __ — � DATE: 9/18/2012 REFERENCE NO.: C-25860 LOG NAME: 60SS53- CONATSER CODE: C TYPE: NON-CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of a Contract with Conatser Construction, TX, LP, in the Amount of $1,943,328.75 for Water and Sanitary Sewer Rehabilitation Contract 53 on Fairfield Drive, Hervie Street, Kilpatrick Avenue and Seven Alleys and Adopt Appropriation Ordinance (COUNCIL DISTRICTS 3 and 7) � - - - --- - -- _ -- - - , RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $107,122.00 from the Water and Sewer Operating Fund to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Projects Fund by the amount of $107,122.00 from available funds; and 3. Authorize the execution of a contract with Conatser Construction, TX, LP, in the amount of $1,943,328.75 for Sanitary Sewer Rehabilitation Contract 53. DISCUSSION: On September 24, 2002, (M&C C-19256) the City Council authorized an Engineering Agreement with Dannenbaum Engineering Corp., for the preparation of plans and specifications for Sanitary Sewer Rehabilitation Contract 53. This project consists of the replacement of the deteriorated sanitary sewer mains located on the following streets and alleys: Fairfield Drive Hervie Street Kilpatrick Avenue Alley between Kenwick Avenue and Curzon Avenue Alley between Wellesley Avenue and Fletcher Avenue Alley befinreen Wellesley Avenue and Fletcher Avenue Alley befirveen Fletcher Avenue and Bonnell Avenue Alley between Kilpatrick Avenue and Goodman Avenue Alley between Goodman Drive and Libbey Drive Alley between Libbey Drive and Curzon Avenue Fletcher Avenue Horne Avenue Ridglea Avenue Horne Avenue Hervie Street Halloran Avenue Bourine Avenue Horne Street Halloran Avenue Greenway Drive Bonnell Avenue Faron Avenue Fairfield Drive Bourine Avenue Prevost Street Bourine Avenue Hervie Street Hervie Street Bourine Avenue http://apps. cfwnet. org/counci l�acket/mc_review. asp?ID=17170&councildate=9/ 18/2012 10/25/2012 M&C Review Page 2 of 3 ( Blackmore Avenue � ( � This project was advertised for bid on May 24, 2012 and May 30, 2012, in the Fort Worth Star- Telegram. On June 21, 2012, the following bids were received: Conatser Construction, TX, LP ackson Construction, Burnsco Construction, Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Comaan� $1,943,328.75II II270 Calendar Days $1,972,275.00 $2,641,202.10 $2,949,336.50 M/WBE — Conatser Construction, TX, LP, is in compliance with the City's M/WBE Ordinance by committing to 10 percent M/WBE participation and documenting good faith effort. Conatser Construction, TX, LP, identified several subcontracting and supplier opportunities. However, the M/WBEs contacted in the area identified did not submit the lowest bids. The City's goal on this project is 23 percent. Most State Revolving Loans are granted for construction contracts only. Since no other expenses can be covered by SRF funding, additional appropriations of $107,122.00 ($41,000.00 for construction staking, project management material testing and inspection and $66,122.00 for project contingencies) are needed from the Sewer Capital Projects Fund. This project is located in COUNCIL DISTRICTS 3 and 7. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Clean Water State Revolving Fund 2007 and the Sewer Capital Projects Fund. T� Fund/Account/Centers 1 &2� P258 476045 7031701462ZZ �107,122.00 2) P258 531350 703170146252 $10,000.00 2) P258 511010 703170146280 5 000.00 2) P258 531200 703170146284 5 000.00 2� P258 531350 703170146284 3 000.00 2) P258 531350 703170146285 15 000.00 2) P258 541200 703170146287 $66,122.00 2) P258 531350 703170146291 1 000.00 2) P258 511010 703170146293 1 000.00 2)P258 531350 703170146294 1 000.00 FROM Fund/Account/Centers 1) PE45 538040 0609020 $107.122.00 �' $1,943.328.75 P254 541200 703170146287 http: //apps. cfwnet. org/council�acket/mc_review. asp?ID=17170&counc i ldate=9/ 18/2012 10/25/2012 M&C Review Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: ATTACHMENTS 60SS53-CONATSER A012.doc 60SS53-CONATSER MAP 01 .pdf 60SS53-CONATSER MAP 02.pdf Fernando Costa (6122) S. Frank Crumb (8207) Rakesh Chaubey (6051) Page 3 of 3 http://apps.cfwnet.org/council�acket/mc_review.asp?ID=17170&councildate=9/ 18/2012 10/25/2012 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT ADDENDUM NO. 1 to the Specifications & Contract Documents for SANITARY SEWER REHABILITATION CONTRACT Llii (53) CITY PROJECT NUMBER 01462 DOE; 3764 Bid Submittal Due Date; Thursday, June 215t� 2012 Addendum No. 1 issued: Monday, June 19 , 2012 The Specifications, Contract Documents and Drawings for the above mentioned project are revised and amended as foHows: A. The MWBE Goal for this project is 23%: Section 3.1 M/WBE Special Instructions to Bidders through Section 3.4 MWBE Joint Venture: The City's M/WBE goal for ihis project is 23%. Disregard the current forms — use the forms attached to this addendum. B. Contract Time; The contract duration for this project is being amended from 15 270 working days. Proposal Sheet 4.11, and C-1, have been amended and attached to this addendum. C. The Bid forms have been revised and attached to this addendum. G:\121U1i75U.12V'k0)CC7\5pccilications�addrnda�not e pol\OI4ti2 Addcndum Nn t Aucc ��)1 ? I This Addendum No. 1, forms part of the Specifications & Contract Documents far the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No, 1 by completing the requested information at the following locations: (1) In the space provide on the siqnature page of the Propasai (2) Indicate in upper case letters on the outside of your sealed bid envelop: "RECEIVED & ACKNOWLEDGED ADDENDUM No.1 " (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 1 may subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKN� WL GED�/ 5. Frank Crumb, P.E. "� ___ Director, Water Department � � - � , �_ -r� v� _ ,,_, ,�� '�� gy:_(pM1 V l� G �- /� Company: n� �-4�,CrC.�msIrLU� it�l1�, � ony Sholola, P.E, Engineering Manager . O:U210U730�32U'ROII>C[Vpeclfi<ations�aJdenda�D1q62 AddendumNo I.docx 2of2 SHORT FORM NOTICE TO BIDDERS Sealed proposals for the following: FOR: SANITARY SEWER REHABILITATION CONTRACT 53 (LIII) Water Project No. P258-707170146283 City Project No. 01462 DOE 3764 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Of�ce until 1:30 p.m., Thursday, June 21, 2012 and then publicly opened and read � aloud at 2:00 p.m. in the Council Chambers. One set of plans and docmnents for this project may be purchased for a non-refundable cost of Sixty Dollars ($60.00) per set at the offices of Dannenbaum Engineering Corporation, 6421 Camp Bowie Blvd., Suite 400, Fort Worth, Texas 76116. These documents contain additional infonnation for prospective bidders, Documents may also be obtained free of charge at the City's online bidding system (Buzzsaw.) ' Email the Project Manager listed below for instructions on accessing the online documents. ;� Plans and Speci�cations will be available for pick-up on Fridav, Mav 25`h, 2012. The major work will consist of the following (All Approximate): UNIT 1 (SRF Funded) UNIT 2 (Non-SRF Funded) 14,100 L.F. 8" Sanitary Sewer 68 EA Manholes 3,000 L.F. 8" Sanitary Sewer 19 EA Manholes All bidders submitting bids are required to be pre-qualified in accordance with the requirements of the Special Instructions to Bidders. For additional infonnation, please contact Bryan E. Sherrieb, P.E., Project Manager, Dannenbaum Engineering Corporation at 817-763-8883, or by e-mail: Bryan.Sherrieb(cr�Dannenbaum.com, or Rakesh Chaubey P.E., Project Manager, Water Department at Telephone Number: 817-3952-6051 or by email: Rakesl�.Chaubev(cr�fortworth ov.org. Advertising Dates: Thursdav, May 24"', 2012 Thursdav, Mav 30'�', 2012 g:\1210�3750-32\project�specifications\100% set�2.2 - notice to bidde�s (consultant design) - 01-14-IO.doc 2.3 - Comprehensive Notice to Bidders COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: SANITARY SEWER REHABILITATION CONTRACT 53 (LIII) Water Project Numbers: P258-707170146283 P254-707170146283 City Project No. 01462 DOE 3764 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST , FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 p.m., Thursdav, June 21, 2012 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non-refundable cost of Sixty Dollars (60.00) per set at the of�ces of Dannenbaum Engineering Corporation, 6421 Cainp Bowie Blvd., Suite 400, Fort Worth, Texas 76116. These documents contain additional inforination for prospective bidders. Documents may also be obtained free of charge at the City's online bidding system (Buzzsaw.) Email the Project Manager listed below for instructions on accessing the online documents. Plans and Speci�cations will be available for pick-up on Friday, Mav 25`", 2012. The major work will consist of the following (All Approximate): UNIT 1 (SRF Funded) UNIT 2 (Non-SRF Funded) 14,100 L.F. 8" Sanitary Sewer 68 �A Manholes 3,000 L.F. 8" Sanitary Sewer 19 EA Manholes Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes" ofthe State ofTexas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Wortl� City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all forinalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of conh•act, if made, will be within ninety (90) days after the opening oi bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Addenda Index and Receipt form(s). Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting Bryan E. Sherrieb, P.E., of Dannenbaum Engineering Corporation at 817-763-8883. Bidders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract g:\1210�3750-32\project�specifications\I00% set�2.3 - comprehensive notice to bidders.doc , COMPREHENSIVE NOTICE TO BIDDERS document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time deadline stated below or the bidder may request a copy of said forms from the City of Fort Worth Project Manager named in this solicitation. In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTII.,IZATION FORM, PRIME CONTRACTOR WANER FORM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the Water Department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non- responsive. SUBMISSION OF BID AND AWARD OF CONTRACT The proposal for SANITARY SEWER REHABILITATION CONTRACT 53 (LIIn within this document is designed as a package. In order to be considered an acceptable bid, the Contractor is required to submit a bid for Unit 1 SRF Funded and Unit 2 Non-SRF Funded as a complete proposal. A bid proposal submittal that is received with only a single proposal unit complete will be rejected as being non-responsive. The Contractor, who submits the bid with the lowest price, will be the apparent successful bidder for the project. Bidders are hereby informed that the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. Bidders must ensure that they are pre-qualified by the City of Fort Worth before bidding on a project. A failure to obtain prequalification may be grounds for rejection of a bid or cancellation of award of a contract. Any contract or contracts awarded under the Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or empioyees are, or wili be, a party to this Notice to Bidders or any resulting contract. The contract or contracts are subject to regulations contained in 31 TAC, Chapter 363, if effect on the date this contract is executed. For additional information, please contact Bryan E. Sherrieb, P.E., Project Manager, Dannenbaum Engineering Corporation at 817-763-8883, or by e-mail: Bryan.Sherrieb@Dannenbaum.com, or Rakesh Chaubey P.E,, Project Manager, Water Department at Telephone Number: 817-3952-6051 or by email: Rakesh.Chaubey@fortworth o� v.org. TOM HIGGINS MARY J. KAYSER CITY MANAGER CITY SECRETARY ,---- � By; Un � � Tony Sholola, P.E Engineering Manager, Water Department Advertising Dates: Thursday, May 24�', 2012 Thursday, May 30'�', 2012 g:\1210\3750-32\project�specifications\I00% set�2.3 - comprehensive notice to bidders.doc 2.4 - Special Instructions to Bidders SPECIAL INSTRUCTIONS TO BIDDERS 1) PREQUALIFICATION REQUIR�MENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contracior. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shal] have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an apprapriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project, d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. fl Any proposals submitted by a non�prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary pregualification, 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accbmpany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any sucU reinsurance shall be provided to the City upon request, The City, in its sole discretion, will determine the adequacy of the proof required herein, 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3,7. 09/10/04 or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, pragram participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maxirnum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: Tn accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. ATINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WATVETZ FORM aiid/or tlie GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be rece3ved by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City, Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or women business enterprise (WBE) ou the contract and payment thereof, Contractor further agrees to permit any audit and/ar examination of any books, records or fles in its possession that wili substantiate the actual work perforined by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years, 12. FINAL PAYMENT ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period. 09/10/04 4 - Bid Package 4.1 - Bid Proposal PROPO5AL TO: The Purchasing Department Fort Worth, Texas City of Fort Worth, Texas FOR: SANITARY SEWER REHABILITATION CONTRACT LIII (53) City Project No.: 01462 UNITS/SECTIONS: UNIT 1 (SRF Funded) UNIT 2 (Non-SRF Funded) Pursuant to the foregoing "Notice to Bidders," the undei•signed has examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and fur�iish all labor, equipment, and materials necessaiy to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Water Department of the City of Fort Worth. If required by this project, Contractor must be pre-qualified in accordance with the projects sponsoring Departments of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council and required by this project, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only, and Payment Bond approved by the City of Fort Worth for performing and completing said work within the tinie stated for the following suins, to wit: Total quantities given in the bid proposal may not reflect actual quantities, by represent the best accuracy based on a reasonable effort of investigation; however, they are given ' for the purpose of bidding on and awarding the contract. �ecial Note: All contractors are advised that one contract will be awarded to the lowest combined bid for all Units/Sections. SANITARY SEWER REHABILITATION CONTRACT LIII (53) City Project No 01462 `�•� /�" ��lv�cr- r � ( '..—' l � %�� /.� l� t , , , r UNIT 1 (SRF Funded item CPMS Approximate pescriptlon of Items Unit Totai No, BID Nn, Quantlty with Bid Prices Wrftten In Words Price Price 1 RID 00351 11,838 LF 8" PVC Santtary Sewer Pfpe by Open Cut (Ail Depths) r"C�Y��. �_I(�1.-i�_�.t---------- Dollars � g-, o G �� ,�a N � cenispe� LE: '�-f 5(n�,�a 2 Combined with above item, �, / / 3 HIU-003A9 A4 L( Pipe-Sewer-8 Inch-Other 7han Open Cut ^' Install 1 LG)CJ ��{ n 1Q iPG� Dollars and J.%C7 ` Cents per LF oZO� • dv �� y�(�7, CJ � A BID-00959 2,210 LF Pipe-8 Inch HDPE Ry Pipe Enlargement Techniques ^' Install �J I X-�� I ✓ '�-- Dollars and l�� Cents per LF �j � �G /�%3, (�, ��, UO 5 E31D-00955 163 LF P�pe Enlarngement from 8" to 10" by HDPE Pipe Enlargement Technlques � IQ i'l �.�`-/ �) 1� � Doliars and l�i U Cents per lF �55� �b � 3� �"55 uo 6 BID-00372 11,939 LF Trench Safety System 5 Foot Deptti ~ Install �i� 1�'e- e--- Dollars D � and ✓`J�� Cents per LF �. a o �� S� /. 7 BID-00354 2,687 LF Sewer Service-A Inch � Mstall �U �'�,.�/ Dollars UD U(� and l�l �� Cents per LF �0• ��, y�o' 8 BID-00363 242 LF Sewer-5ervice-6 Inch-SDR26 ~ Install ,�` i��liU Dollars oU U!� and %�/ U Cents per LF '7 �� 1� 1/��' 9 BIU-00355 263 EA Sewer Service-4 Inch Servlce Tap ^' Instali T� r� e,1-�uNC� ��ec� ��v2Yr1y �►��t� p��u��s 00 and /`� U Centsper EA �5 va �5� y�5, 10 BID-00961 A4 EA Sewer Servlce-4 Inch Tap to HDPE by Pfpe Enlargement ~ Install �� Q 1�� i'� i� �.{ J�� Y�� Dollars and,_�V Centsper EA �� f UU,Ua �" 1�a�, D� 11 BID-00356 329 EA Sewer Service-4 Inch 2 Way Ciean Out ~ Install ��ve�lu�cic��c� `�--}�.� oo��s and Iv � Cents per EA ��,�U '�9 JS�� 12 BID-003G1 22 [A Sewer Service-6 Inch Service Tap ^' Install .r-- I I '[ � fI�QQ. �-IU N �CI I I�`�� .Uollars -'7�'7 I�1 C� �� and , � �'. _ Cents per EA 3'�jC)� �� / i / �� `• SANITARY SFWER RENAUILITATION CONTRACT LIII (53� ADDENDUM #1 Ciry Conlract 01Ao2 '� 1 REVISED BID ITEMS ARE SHOWN IN BOLD. ' ' , , , Item CPMS Approximate Description of Items Unit Total No, BID No. QuantUy wlth Bld Prices Written In Words Pr�� p��' 13 [iID 00901 894 L� Pipe ^' Abandon And Grout With Flawable ri�i �� Dollars �� / � and A%d Centsper L( �(j. `J)�� /' 14 61D OD20G 51 EA Manhole ^' Remove ��lU� ��L� j.1C� �"'�(.� I�� Dollars and� �.% � Centsper Eh �'C�-,�j.�� cat r� ��,ab 15 E31D-00223 66 [A Manhole-Std Q Ft Diam-(to 6 Ft pepth) ��^� � �� C�ll � ��' Doilars � U �> �y �.� and � � Cents per [A �i a'��' � `t �� , 16 BID-00214 83 VF Manhole-Std 4 Ft Diam-�dded Ueptti (Over 6 Ft Depth) Q�j�, �-iUl�Jd 1�L(1 '1- I ��_ Dollars and � l n .Cents per VF ��pU la, '�'15Q ,DD 17 HIl)-00207 2[A Manhole-Drop-Std 4 Ft Diam-�to 6 ft Uepth) � �(�y'-�,y ��'U�. ttUN�� Uollars Cj and N U Cents per EA �, 5 0 0. o a �` ��/� Y j, � 18 BID-00?.OS 22 VF Manhoie-Drop-Std 4 Ft Diam-Added Uepth (Over 6 Ft Oepth) �1 '�`E' `� � LI l�l� Y�`pCl Dollars � v� � (n�.� �nd �� ) �� Cents per VF �d' � .� 19 BID-00196 68 EA Collar-Manhole � Install �� U �.) G� � 1 � ?"� `/ Doliars and � v Cents per EA a 5� 'O 0 ��1 �� • n O 20 BID-00?.11 108 VF Manhole-Palnt & Coating-Interior Protective Coating � Instail �A�Pi� ! /�I� �.'U si /�'1' J I � ��-'. _ Dollars � 0 G lj L? and,�� Cents per VF /��' ��l o"��• ?� item Removed from eld D Ua and C ts per tlif 2?. BID-001.17 68 EA Manhole-Vacuum Test ^' Seroices �1J�+ t1UJ��-IY�El,1 Dollars � OD .v� / ' Q�"�, �r �,p u and }�) � Cents per EA 23 BID-00225 12U LF Pipe - Sag Adjustment (or Pipe ^' RehaU ��y Dollars � Ob � /� D�) ai�d t�/ (� Cents per LF �� Dv � 2A E31D-00443 1,7A5 LF Pavement-2 In. Mfn HMAC on 2/1.7 Concrete Base (5TR-028) ^' Ins. ` Dollars ,,,j } �' %}� (J�� and }J ^ Cents per LF y�• � i, �""" S�NITARY SEW�R REHAE3ILITATION CONTRACT LIII (53) ADDENDUM il1 Clry Conlrac� otA�2 4•2 REVISED BID ITEMS ARE SHOWN IN BOLD. Item CPMS Approximate Descrlption of Items Unit Total No. UID No, Quantlty wlth Bid Prfces Written In Words Price Prlce 25 FIID-00458 360 LF Pavement-Concrete on 2/27 Concrc�te E3ase (STR-031j ^' Install J`1)�� t" \��! Doilars antl �___ Cents per LF � J `vv ! �) �L�..�'. �(, 26 (�ID-00401 2,SSG SF t)riveway � Instali �� x Uollars � and �� Ce�ts per SF �,� � I C.ii ��+'� 27 EiIU [H)423 J37 L� Curb & Gutter ^' install ��y1�-;-1_ ( � U Doliars U�� a� and � � Cerits per LF p��, a��. 2A BIO-005?8 245 SF Waik � Install �1� ' Doilars v and � l� Cents per SF �� ' ��^� `-"U 29 E31D-OO8A1 40 LF Concrete-Encasement^' Instal) �"� � ( '�.-`-� DoUars � and 1� � Centsper LF �.." aD (I�(�.0 30 t31D-00539 2 EA Dehole-0 to 5 Ft Depth � Study �1 Q 1'�")" �Gl NG�V`C�d Dollars �� n �) �� d ��v and N � Centsper F.A 31 BID-00202 3,203 Lf Inspectfon-Preconstruction Cieaning & N� Study �(,(� � Dollars r-: � � g� Qp�, 5� and Cents per lF �• I 32 t31D-00201 14,?.59 lF Inspection-Post Constructlon Cleaning & TV � Study �� Q Doliars - a.°° ag,51�s°o and /.� � Cents per LF 33 I•^�-- Removed from Bid Dol ar and Cen s per Itll , 34 E31D•00137 405 SY Grass-Sod ^ Instali �� (,( Y Dollars D � ,� y a f� �°. and , �j� V Cents per SY 3S BID-00134 17,703 SY Grass-Hydromulch Seeding ^' Install �� O � � Uollars and ` '�-- Cents per SY O�7 5 ��/ «�� 5 36 E31D-00126 890 LF Fence � Instali �� Doliars (� an� �� Cents per LF „l(� , O� 5, 3y0,0 SANII'ARY SFWFR REHAk31LIlA'1'ION CONTRACT UII (53) ADpENDUM N1 City Conuac10t462 4.3 REVISED BID ITEMS ARE SHOWN IN BOLD. Item CPMS Approximate Description of Items U�it Total No, BID No, Quantlty with Bid Prices Written In Words Price Price 37 f31D OOU9� 10 C1' RlpRap- < Than 18 Inch Rock � Install � (� i'1'�' `{ �� '� Doliars and �% � Cents per CY �� i�� 38 BID-00]81 1 LS Trafflc Control - Install (for Sewer Line) �T�'7� �%7()1��-,�!` Dollars arid ,_ !�✓ � �_--- Cents per LS $�� l� L�-{-^ p� 39 BID-00100 1 LS Storm Water Pollutic�n Frevention Plan>1 Ac. SWPPP - Instail . �( (��- '�(,� f�� DoUars � and � U Cents per LS �, �� 40 DID 00443 300 SF Pavement-2 Inch Min HMAC on 2/27 Concrete 6ase � Install /_' � (,(,)�' � �-- pollars �• �a 3� �,� c� D and %�-� � Cents per SF TOTAI BID UNIT I $ �� `J��aZ,_'� �5 SANITARY SEWF.R REHABILITATION CONTRACT LIII (53) ADDENDUM #1 Clty Contrad OIA�2 4•� REVISED 81D ITEMS ARE SHOWN IN BOLD. Item CPMS Approximate Uescription of Items Unit Total No, BID No, Quantity with Bid Prices Written In Words Prlce Price 11 HIU-002UG 9 EA Manhole � Remove �� hi �./ N�i'�1�� 1` i"7" J� Doliars and 1J U Cents per EA e� ,�jd� b n p-� �� b U 12 41U-OD213 17 6A Manhole-Std 4 Ft D(anr(to 6 Ft Depih) I I 1�`Q'�� 10U �--�..Ll NQ..I Dollars and,� � _ Cents per F� �J' �•p � � �� •D � Z3 BID-U0214 29 Vf Manhole-Std A Ft Diam-Added Depih (Over G Ft Depthf ��./._��,, �-��)JC111QC�_��/ ,Doilars and,�1 i^) , Cents per VF '�' �� , 35D,OC� 14 BID-OU207 2 EA Manhole-Urop-Std A Ft Uiam-(io 6 Ft Deptli) '�'�� I i 1 � � � (.1 J�C-1 � Dollars U� F'�� ) � pDo. �" and �� Centsper EA �I`-�`"'� � 15 BID•00208 9 VF Manhole-Drop-Std A Ft Dlam-Added Depth (Over G Ft Depth) Y'e i.� N� �U Doliars and � d Cents per VF ��L/ aO �� I�' O D 16 BIU-00196 19 EA Collar-Manliole ^' Install ��p � Nc� r�er,� �� -�-4 � o0��5 and �� ' Cents per �A a�� y��.vo 17 BID-00211 66 VF Manhole-Paint & Coating-Interlor Protective Coatiny ^' Instail �� '}-�U�r� J1iC'�'�I t" I �� Doilars and N� Cents per VF I�5 � �� p, b� 18 Item Removed from id Dollars and T Cents per iltl �//� 19 BID•00217 19 EA Manhole-Vacuum Test ^' Services l J TJ Q t-4 (.i �1� �Q �'�� Dvllars and T��% Cents per EA I�• D v �� G�, vU 20 BID-00443 1,370 LF Pav�ent-2 In. Min. HMAC on 2/27 Concrete t3ase (STR-028) � Ins, I�tJ `i� � Dollars and ___l� � Cenis per LF `� �� 11 w� , OU 21 81D-00458 9G4 l.F Pavement-Concrete on 2/27 Concrete Base (STR-031) � Instali �--d '(�-`.� �w D Dollars � ] ��'(x ♦' and )� � Cents per l.f ��`, � b L�O! ", 22 BIU-00401 74 5F Driveway ^' Instali � ) /� poliars � �O D U and ✓v � Cents per Sf �� SANITARY SEVJE(2 REHABILITATION CONTRACT LIII (53) ApDENDUM #1 Clly Pro}ed No o7q6'1 4 6 REVISED BID ITEMS ARE SHOWN IN 80Lp. Item CPMS Approximate Description of Items Untt Total No. 61D No. Quantity with Bid Prfces Written (n Words Price Price 23 HIU�00423 114 lf Curb & Gutter �install �pl'i �-� I w Ci __ Dollars �� •� Cj � � �a�. 00 and ,� v � Cents per LF "L4 t31P-OU839 10 CY Concrete-Type [� Instail . 7"l� 1�'�--� Ooilars Q� QG7 and �� __. Cents per CY � � � � 25 81D-00493 16 CY Crushed Umestone for Misc Placemeni � l) .) (� 1rl ri� Dollars �,/� D and ��! Cen1s per CY �O' W �`��), v 26 dID-OU539 4 EA Dehole-0 to 5 Ft Uepth ^ Stu�iy �-(�(1 r �(.11��`�`(�Q�i� Dollars �UD � % /_ vv and JJ � , Cents per EA � I�v�' 27 61D-UU2U2 1,633 l.F Inspection-Preconstruction Cleaning & N"' Study �� O Dollars �G and r"' f �- Cents per LF �O I � V� . 28 BID-001.01 3,001 LF Inspectfon-Post Construction Cleaning & N^' Study (�(.� � Dollars and �� cents per LF e� . b� CL�� D�, b� 29 Item aamoved from Bid _ Dollars �/ 1 J� J��J r-7 and Cents per fiit 30 Blp-00137 200 SY Grass-Sod ^' Install �(� � `� Dollars �� Ov and N � Cents per SY L� �� 31 01D-00134 686 SY Grass-Hydromuicii Seedin� ^' Instail /v � I�% e--� Qollars t-=� 1 L ��j d 't � Oi� � �J� � and . Ve1�"�� 1 � Cents per SY 1 TOTAL BID UNIT II $� I �� ,� SANITARY SEWER REHA8IUTATION CUNTRACT LIII (53) ADDENDUM #1 CIIy ProJecl No ot4G2 '�•7 REVISED BID ITEMS ARE SHOWN IN 60LD. BID SUMMARY SANITARY S�WER REHABILITATION CONTRACT Lill (53) r�� UNIT 1(SRF Funded) Bid; $ �, jJ�� `�51• UNIT 2 (Non-SRF' Funded) Bid: TOTAL AMOUN7 BID (UNIT 1+ UNIT 2) $ �� I C�� y �'' � I ,C� �I�, �ag.`�� " This total must agree with the total figure shown in the Proposal, TOTAL BID THIS UNIT in the bound contract. NOTE: ONLY THE COPY OF THIS FORM IN THE BOUND CONTRACT IS TO BE FILLED OUT. SANITARY SEWER REHABILITATION CONTRACT LIII (53) City Project No 01462 4.1 CITY APPROVED PRODUCT 8 METNOD FOR ' AND '" Standard Spec No. ( �� E1-31 --t�- E1-2.5 E1-27 E 1-28 TYPE OF PIPE TO BE U Size 4" through 30" 4" through 15" 4" through 15" 18" through 27" E100-2 18" through 48" Consult with "Ciiy of Fort Wortf�, Texas Standard Produci List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. 'CONTRACTOR SHALL SELECT THE PIPE ENLARGEMENT METHOD TO BE USED AND PROVIDE NAME OF CONTRACTOR FOR INSTALLATION: �� PIM Meihod �/�"� ��25!7 ✓cii��v � �lc�' l�/,��, �� --� Name of Subcontractor if applicable T.R.S. System McConneil Method Expanded System Name of Subcontractor if applicabie Name of Subcontractor if appiicable Name of Subcontractor if applicable Failure to provide the information required above may resuli in rejection of bid as non-responsive. Only products lisied above will be allowed for use in tf�is project. Any substitutions shall result in rejection of bid as non-responsive. SANITARY SEWER REHABIUTATION CONTRACT Llil (53j City Project No 01A62 `�•� � \�-ithin tcn (l0) days afler notification by the C;ity ��f 1'ort ��,'orth; the undersi��,ned ��ri1J c�;ccuie thc ii>rm�il eontract �nd ��i(1 delivec an �pj�roved Surety 1,3ond a»d such other honds as re�uired by thc ConU�ttct Dt>cum�nls; foz� tlic itiithful performancc �f thc Contract. Thc ��ttachcd bid sccurity in ihc t�inotii�t o1� 5% is to become the ��roperty of the Cit�� of l�oz-f «�ortli, Texas, in thc c:vcnt thc coniruct Hn�l hond or bonds arc not cxecuted and delivcrcd witliin the iime abovc set forth, �s lic�uidated damr�ges i�>r ihe delay and �dditionai woz�k caused thereby, lf �s a rec�uirement of this project, ihe undersi�ned bidder certifies that thcy l�ti��e been furnished at lcast one set oi'the Cicnci�al C;oniract llocurnents ai�d General or Spccial Specifications ior P��ojccts, �ind tl�tat they h�vc thoi�oughly read a�Id completely understand �ll the requirements �nd c�ilditions ortliose. G�ner�tl Docume►lts and the specific Conti•act llocuments and ap�aurten�nt T�la�ls. 7'he undersigned assured that its cmployees ai�d applicanis for emplo,ymerit And those. of finv l�iboz� or6anization, subconti•actor•s, or employment agency in either fi�i•nishing or refei•ring ema�loyee. �ppliea�its to thc undersigned ai•e riot discriminated agaiilst as prohibited by tl�e terms of City Ordina�iee No. 7278 as amended by City Ordin�nce No, 740U, The Bidder ag►•ees to begin construction with ten (l0) calendar d�ys after issue of the wor]< order and to complete the contract within 270 ��orlcin� days after be�;inning construciion as sct �<�rth in the written work oz�de�• to be iurnis}ied by ihe Owiicr. (Circle and eomplete A or B below, as a��plicable) A, The pi•incipal placc of business of our company is in the State oi' �� B. a. Nonresident bidders in tlae State of , our principal pl�ce of business, are re9uired to be percent lower tlian resident biddei•s by statc; law. A eopy of the statute is attached. b. Nonr�;sidcnt bidders in the Staie of , oui• prineipal place oi� business, are not required to underbid resident bidders. The principal place of business oi'our company or our parent compan,y or majority awncr is in tlle St�te of'I'exas, Reeeipt is acl<nowledged of the following addend�� Addendum No. 1'�� %l/�� ; '�/ �' Addendum Na.2; r Addendum No. 3: _ Addcndum No. 4; Addenduru No. 5: Addendum No. 6; � i\1�1i� ('ur�u�rilr �>rnl� Respectfi�lly subnlitted� �� -3). __`f%'',' �`—,�:-;� � � ��- ;. 7itle; � ��i��'1�"� � - Con7pan�� Cr^�`iX'��i D�� _ �..� Add�•ess; �� G��rt ��«.�U��, Datc: U \� ' �- � ,� l�_. 4.1-9 4.2 - Vendor Compliance to State Law VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legisiaiure passed House E3ill 620 relative io the �ward of contracts to nonresideni bidders. This la�� provides ihat, in order to be a�ti�arded � cantraci as low bidder, nonresident bidders (out-of-staie contraciors ��I�ose corporate affices or principal place af business are outside of the State oi Texas) bid projecis for construction, improvements, supplies or services in Texas ai an amount lower than the lowesi Texas resident bidder by the samE: amouni that a Texas resident bidder would be required too underbid a nonresideni bidder in order t� obtain a camparable contract in the Staie in which the nanresideni's principal piace of business is located. The appropriate blanks in Secti�n A musi be. filled oui by all oui-of-state or nonresideni bidders in order for your bid to meei specifications, The failure of out-of-state ar nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. (Check Oi1e Box and conlpletc, as applicablc) ❑ Thc pi•incipal place of business of ou�� compan�� is in the State �i� �. Nonresident bidders in tl�e State of , otn� prinei}�al place of busirlcss, ai•e 1•equired to bc percent lo��cr t11a1� � resident bidders by st�te la��. A copy of tl�e statute is attacl�ed. b. Nonresident bidders in the State of , our principal place of business, are not reguired to underbid residei�t bidcier�. � Tlie priiicipal place of business of our com��any or our� parent coi»}�al�)� or nlajority o��mer is in tl�e State of Tezas. BIDDLR: r' � � /� /�y�' -�- -- �y�. /��'`��!/ „= �:=i Titl e��`�IC� � )'1 � _. _ � '� Cotnpai�y: a'�arl��? �� b�l�� L�i .-�ST�; � L`f� Address: ��. D. �JC�.! �U ��. ,---- � �--�1�� ) r��-t._�L, 1X 1 UI I��i Date: c��-1 Yl � � c�U ) c�-� - THIS FORM MUST BE RETURNED WITH YOUR QUOTATION SANITARY SEWER REHABILITATON CONTRACT LIII (53) City Projecl 01462 4.13 5- General and Special Conditions 5.1 - Part C General Conditions r �. I� I �r PART C - GENERAL CONDITIONS TABLE OF CONTENTS MAY 5, 2011 TABLE OF CONTENTS C1-1 C1-1.1 C1-1,2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bonds Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Days Legal Holidays Abbreviations Change Order Paved Streets and Alleys Unpaved Streets or Alleys City Street Roadway Gravel Street C1-1 (1) C1-1 (1) C1-1 (2) C1-1 (2) C1-1 (2) C1-1 (2) Cl-1 (2) C1-1 (2) Cl-1 (2) C1-1 (2) Cl-1 (3) C1-1 (3) C1-1 (3) C1-1 (3) Cl-1 (3) C1-1 (3) C1-1 (3) Cl-1 (3) C1-1 (3) C1-1 (3) C1-1 (3) Cl-1 (4) C1-1 (4) Cl-1 (4) C1-1 (4) C1-1 (4) C1-1 (4) C1-1 (5) C1-1 (5) C1-1 (6) C1-1 (6) C1-1 (6) C1-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site of Project C2-2.4 Submitting of Proposal (1) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (2) � C2-2.5 Rejection of Proposals C2-2.6 Bid Security C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modifications of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3.2 Minority Business Enterprise/Women Business Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3.4 Withdrawal of Proposals C3-3.5 Award of Contract C3-3.6 Return of Proposal Securities C3-3.7 Bonds C3-3.8 Execution of Contract C3-3.9 Failure to Execute Contract C-3-3.10 Beginning Work C3-3.11 Insurance C3-3.12 Contractor's Obligations C3-3.13 Weekly Payrolls C3-3.14 Contractor's Contract Administration C3-3.15 Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Construction Schedule C4-4.7 Schedule Tiers Special Instructions C5-5 CONTROL OF WORK AND MATERIALS CS-5.1 Authority of Engineer CS-5.2 Conformity with Plans CS-5.3 Coordination of Contract Documents CS-5.4 Cooperation of Contractor CS-5.5 Emergency and/or Rectification Work C5-5.6 Field Office CS-5.7 Construction Stakes C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (4) C2-2 (4) C2-2 (4) C3-3 (1) C3-3 (1) C3-3 (1) C3-3 (1) C3-3 (2) C3-3 (2) C3-3 (2) C3-3 (3) C3-3 (3) C3-3 (4) C3-3 (4) C3-3 (6) C3-3 (6) C3-3 (6) C3-3 (7) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (6) C5-5 (1) CS-5 (1) CS-5 (1) CS-5 (2) CS-5 (2) CS-5 (3) CS-5 (3) i2) CS-5.8 CS-5.9 C5-5.10 CS-5.11 C5-5.12 CS-5.13 CS-5.14 CS-5.15 CS-5.16 CS-5.17 CS-5.18 C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6,6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6.6,11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 Authority and Duties of City Inspector Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Clean-Up Final Inspection LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials, and Processes Sanitary Provisions Public Safety and Convenience Privileges f Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Banicades, Warnings and Flagmen Use of Explosives, Drop Weight, Etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment or Relocation of Public Utilities, Etc. Temporary Sewer and Drain Connections Arrangement and Charges for Water Furnished by the City Use of a Section or Portion of the Work Contractor's Responsibility for the Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of The Work Limitation of Operations Character of Workmen and Equipment Work Schedule Time of Commencement and Completion Extension of Time Completion CS-5 (3) CS-5 (4) CS-5 (4) C5-5 (4) C5-5 (5) C5-5 (5) CS-5 (5) CS-5 (6) CS-5 (7) CS-5 (7) C5-S (8) C6-6 (1) C6-6 (1) C6-6 (1) C6-6 (1) C6-6 (2) C6-6 (3) C6-6 (3) C6-6 (3) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (8) C6-6 (9) C6-6 (9) C6-6 (9) C6-6 (9) C6-6 (10) C6-6 (10) C7-7 (1) C7-7 (1) C7-7 (1) C7-7 (2) C7-7 (2) C7-7 (3) C7-7 (3) C7-7 (3) (3) C7-7.9 Delays C7-7.10 Time of Completion C7-7.11 Suspension by Court Order C7-7.12 Temporary Suspension C7-7.13 Termination of Contract due to National Emergency C7-7.14 Suspension or Abandonment of the Work and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7.16 Termination for Convenience of the Owner C7-7.17 Safety Methods and Practices .. . C8-8.1 C8-8.2 C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 MEASUREMENT AND PAYMENT Measurement Of Quantities Unit Prices Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adequacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C7-7 (4) C7-7 (4) C7-7 (5) C7-7 (5) C7-7 (6) C7-7 (6) C7-7 (8) C7-7 (8) C7-7 (11) C8-8 (1) C8-8 (1) C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (4) C8-8 (4) C8-8 (4) (4) PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS Cl-l.l DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained on the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS : The General Contract Documents govern all Water Department Projects and Include the following Items PART A- NOTICE TO BIDDERS PART B - PROPOSAL PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) (CITY) (Developer) (Sample) (Sample) White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents ar�e prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPEGIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) C1-1 (1) '.- � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or fuimished direct to interested parties pei�taining to the work contemplated under the Contract Documents constitutes the notice to bidders, C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any persoi�, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be canied on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Whenever there may be a conflict between the General Conditions and the Special Conditions, the latter shall take precedence. . C1-1.7 SPECIAL CONDTTIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions, When considered with the General Conditions and other elements of the Conti•act Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project, C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed an useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by the Contractor for prompt and faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1 (2) C1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Foi�t Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of the Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C 1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CTI'Y ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, person's, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of work, acting C1-1 (3) � directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, supplying labor and materials or only labor, for the work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1,22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6 C1-1.24 CALENDAR DAY5; A calendar day is any day of the week or month, no days being excepted, C 1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: 1. 2. 3. 4. 5. 6. 7. 8. 9. New Year's day M.L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Forth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on a Saturday, the holiday shall be observed on the preceding Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar as the holiday. C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the Contract Documents, the intent and meaning shall be as follows: C1-1 (4) � AASHTO - American Association of State Highway Transportation Officials ASCE - American Society of Civil Engineers IAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Water Works Association ASA - American Standards Association HI - Hydraulic Institute Asph. - Asphalt Ave. - Avenue Blvd. - Boulevard CI - Cast Tron CL - Center Line GI - Galvanized Iron Lin. - Linear or Lineal lb. - Pound MH - Manhole � Max. - Maximum MGD - CFS - Min. - Mono. - % - R - I.D. - O.D. - Elev. - F - C - In. - Ft. - St. - CY - Yd. - SY - L.F. - D.I. - Million Gallons per Day Cubic Foot per Second Minimum Monolithic Percentum Radius Inside Diameter Outside Diameter Elevation Fahrenheit Centigrade Inch Foot Street Cubic Yard Yard Square yard Linear Foot Ductile Iron C1-1.27 CHANGE ORDER: A"Change O��der" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted, Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25%0 of the amount of the particular• item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1 2 3. 4, 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. Brick, with or without separate base material. Concrete, with or without separate base material. Any combination of the above. C1-1 (5) C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined for "Paved Streets and Alleys." C1-1.30 CTTY STREET: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') back of the curb lines or four (`4) feet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM; The Owner will furnish bidders with Proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for openin og f bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and no more than one (1) year old. In the case that bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10) percent of the estimated project cost will be required, For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been completed not more than five (5) years prior to the date on which Bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTTTIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2 (1) C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the Owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents, Bidders are required, prior to filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such oCher means as may be necessary to gain a complete knowledge of the conditions which will be encountered during construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Docunnents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders sl�all rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between price written in words and the price written in numerals, the price most advantageous to the City shal] govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member of the firm, association, or partnership, or by person duly authorized. If a proposal is submitted by a company or corporation, the company or corporation name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power C2-2 (2) of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELNERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposa] actually delivered. Each proposal shall be in a sealed envelope plainly marker with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration must be made in writing, addressed to the City Manager, and filed with him prior to the time set for opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non- consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-29 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify his proposal by telegraphic communication at any time prioi• to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal �pening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no furCher consideration will be given to the proposal. C2-2 (3) �. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which llave been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "I�-regular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reasons: a) Reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c) The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d) The bidder being in arrears on any existing contract or having defaulted on a previous contract. e) The bidder having performed a prior contract in an unsatisfactory manner. � Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see fit to make. g) Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h) The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3, An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2 (4) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of the unit prices quoted and the estirnated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Uutil the ward of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinances prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WTTHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3 (1) C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withl�old final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if award is made, will be to the lowest and best responsive bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES; As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of tl�e Owner and all other persons against damage by reason of negligence of the Contractor, oi• improper execution of the work or use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City, b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. c, PAYMENT BOND: A good and sufficient payment bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article C3-3 (2) 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344, Acts 56`h Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract Ueing constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety compaily doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner, the Contract and such bonds as may be required in the Contract Documents. No Contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner may annual the Award. By reason of the uncertainty of the market pi�ices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which the Owner will C3-3 (3) u suffer by reason of such failure on the part of the Awardee and shall thereupon immediately by forfeited to the Owner. Tlie filing of a proposal will be considered as acceptance of this provision by the Bidder. C-3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed "Work Order" or "Proceed Order", it is agreed that the Surety Coinpany will, within ten (10) days aftet• the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractor's certificate of insurance for approval. The prime Contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Worker's Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSNE GENERAL LIABII,TTY INSURANCE: The Contractor Shall procure and shall maintain during the life of this contract, Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in the amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $SQ0,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy covei•age. c. ADDTTIONAL LIABILTTY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: l. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors), C3-3 (4) �1 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation �if excavation are performed ad�acent to same). 4, Damage to underground utilities for $500,000. 5. Builder's risk (where above-�round structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBII.,E INSURANCE - BODII,Y INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an ainount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by l�im, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by cari•iers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractors, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and C3-3 (5) �� performance, payment, maintenance and all such other bonds are written, shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth. Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, and claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding .companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth- Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKI,Y PAYROLLS: A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR' S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or other wise and as such shall be empowered, thus delegated and directed, to settle all material, labor or- other expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth- Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all C3-3 (6) appropriately signed and sealed, as applicable, by the Contractor's responsible offices with the understanding that this written assignment of authority to the local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority, This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be allowed for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. �1 U C3-3 (7) � :J PART C - GENERAL CONDI'I'IONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCiTMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do al] work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not tlioroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for any such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than twenty-five (25) pel•cent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits not shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4 (1) C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Doeuments or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided however, that before any extra work is begun a"Change order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates, (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10 percent of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owner by him and used for extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting Parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. � .� C4-4 (2) Should a difference arise as to what does or dose not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "Extra Work" whether or not initiated by a"Change Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. C4-4.6 CONSTRUCTION SCHEDULE: Before commencing any work under this contract, the CONTRACTOR shall submit to the OWNER a draft detailed baseline construction schedule that meets the requirements described in this specification, showing by Critical Path Method (CPM) the planned sequence and timing of the Work associated with the Contract. All submittals shall be submitted in PDF format, and schedule files shall also be submitted in native file format (i.e. file formats associated with the scheduling software). The approved scheduling software systems are indicated in the Schedule Guidance Doucument. The Schedule Guidance Document is located on Buzzsaw and is hereby inade a part of this contract docurnent by reference for all purposes, the same as if copies verbatim herein. It is suggested that the CONTRACTOR employ or retain the services of a qualified Project Scheduler to develop the required schedules. A qualified Project Scheduler would have the following minimum capabilities and experience. a. Experience preparing and maintaining detailed schedules, as well as 1 year of experience using approved scheduling software systems as defined in this specification. b. Knowledge of Critical Path Method of scheduling and the ability to analyze schedules to determine duration, resource allocation, and logic issues, C4-4 (3) c. Understanding of construction work processes to the extent that a logical critical path method schedule can be developed, maintained, and progressed that accurately represents the scope of work performed. C4-4.6(a) BASELINE CONSTRUCTION SCHEDULE: The CONTRACTOR shall develop, submit and review the draft detailed baseline construction schedule with the OWNER to demonstrate the CONTRACTOR's understanding of the contract requirements and approach for performing the work. The CONTRACTOR will prepare the final detailed baseline construction schedule based on OWNER comments, if any. The CONTRACTOR's first (lst) payment application will only be processed after the detailed baseline construction schedule has been submitted by the CONTRACTOR and accepted by the OWNER. The following guidelines shall be adhered to in preparing the baseline construction schedule. a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements, and completion time. b. The construction progress shall be divided into activities with time durations no greater than 20 work days. Fabrication, delivery and submittal activities are exceptions to this guideline. c. Activity durations shall be in work days and normal llolidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. The critical path shall be clearly shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the late start date using CPM. Float time is a shared and expiring resource and is not for the exclusive use or benefit of the CONTRACTOR or OWNER. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall be divided into general activities as indicated in the Schedule Guidance Document and each general activity shall be broken down into sub- activities in enough detail to achieve sub-activities of no greater than 20 days duration. The Schedule Guidance Document is located on Buzzsaw and is hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein. For each general activity, the construction schedule shall identify all trades or subcontracts applicable to the project whose work is represented by activities that follow the guidelines of this section. For each of the trades or subcontracts applicable to the project, the construction schedule shall indicate the following: procurement, construction, pre-acceptance activities, and C4-4 (4) �� events in their logical sequence for equipment and materials. Include applicable activities and milestones such as: 1. Milestone for formal Notice to Proceed 2. Milestone for Final Completion or other completion dates specified in the contract documents 3. Preparation and transmittal of submittals 4. Submittal review periods 5, Shop fabrication and delivery 6, Erection and installation 7. Transmittal of manufacturer's operation and maintenance instructions 8. Installed equipment and material testing 9. Owner's operator instructions (if applicable) 10, Final inspection 11. Operational testing C4-4.6(b) PROGRESS CONSTRUCTION SCHEDULE: The CONTRACTOR shall prepare and submit monthly, no later than the last day of every month, to the OWNER for approval the updated schedule in accordance with C4-4.6 and C4-4.7 and the OWNER's Schedule Guidance Document inclusive. As the Work progresses, the CONTRACTOR shall enter into the schedule and record actual progress as described in the Schedule Guidance Document. The updated schedule submittal shall also include a concise narrative report that highlights the following, if appropriate and applicable: � Changes in the critical path, � Expected schedule changes, • Potential delays, � Oppoitunities to expedite the schedule, • Coordination issues the OWNER should be aware of or can assist with, • Other schedule-related issues that the CONTRACTOR wishes to communicate to the OWNER. a. The CONTRACTOR's monthly progress payment applications will not be accepted and processed for payment without monthly schedule updates, submitted in the time and manner required by this specification and the Schedule Guidance Document, and which accurately reflects the allowable costs due under the Contract Documents and is accepted by the OWNER, b. Only one schedule update will be required per month in accordance with the Schedule Guidance Document and this specification, c. Failure to maintain the Schedule in an accepted status may result in the OWNER withholding payment to the CONTRACTOR until the schedule is accepted. C4-4 (5) C-4-4.6(c) PERFORMANCE AND CONSTRUCTION SCHEDULE: If, in the opinion of the OWNER, work accomplished falls behind that scheduled, the CONTRACTOR shall take such action as necessary to improve his progress. In addition, the OWNER may require the CONTRACTOR to submit a revised schedule demonstrating his program and proposed plan to make up lag in schedule progress and to ensure completion of the Work within the allotted Contract time. Failure of the CONTRACTOR to comply with these requirements shall be considered grounds for determination by the OWNER that the CONTRACTOR is failing to execute the Work with due diligence as will ensure completion within the time specified in the Contract. C4-4.7 SCHEDULE TIER5 SPECIAL INSTRUCTIONS; The requirements for the schedule are determined based on the nature and needs of the project. The schedule for all projects shall be Tier 3 unless otherwise stated in the contract documents. The requirements for each Tier are described below. CONTRACTOR shall submit each schedule relying on the Schedule Guidance Document provided in the Contract Documents. TIER 3 COST LOADING SPECIAL INSTRUCTIONS: 1. At a minimum, each Activity Breakdown Structure (ABS) in the scheduling software shall be cost-loaded with the total contract dollars associated with the respective ABS elements. TIER 4 COST LOADING SPECIAL INSTRUCTIONS: 1. Adhere to all Tier 3 requirements, and additionally the following: 2. Work (Schedule of Values Pay Items using the OWNER's standard items) shall be loaded into the scheduling software using the "NON- LABOR" resource type showing the quantity of work to be done along with the corresponding value of the work measured in dollars. It is intended that Earned Value will be calculated as the schedule resources are progressed. TIER 5 COST LOADING SPECIAL INSTRUCTIONS: 1. Adhere to all Tier 4 requirements, and additionally the following: Labor resources (Man-Hours) shall be loaded into the scheduling software using the "LABOR" resource type with man-hours and without cost. C4-4 (6) PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS 5ECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents, The Engineer shall decide all questions which arise as to the quality and acceptability of the matet-ials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the Contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequence or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. The Engineer shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable tiine, upon written request of the Contractor, render and deliver to both the owner and Contractor, a written decision on the matter in controversy. CS-5.2 CONFORMITY WTTH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements other wise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specification, and quantities shown on the plans shall govern over those shown in the proposal, The Contractor shall not take advantage of any apparent error or omission in the CS-5 (1) Contract Documents, and the owner shall be permitted to make such coi7�ections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of tl�e project at all times, one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas, and shall be subject to call, as is the project superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all �acilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or conection necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the C5-5 (2) .1 discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not shoe just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather proof, so that documents will not be damaged by the elements. C5-5.7 CONTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25°Io will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CI'TY INSPECTOR: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipznent to be installed, A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being fuinished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Docuinents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have the authority to reject materials or equipment, and/or to suspend work until the question at issue can be referred to and decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary tot he requirement s of the C5-5 (3) Contract Documents. The City Inspector will in no case act as superintendent or foreman or pe�•form any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any forin for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents of the Contract Documents, provided, however, should the Contractor object to any orders or instructions or the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in Controversy. CS-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whetlier or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should Work so exposed or examined prove to be unacceptable, the uncovering or removing and replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. CS-5.10 REMOVAL OF EDEFCTNE AND UNAUTHORIZED WORK:AII work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at this expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specially provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due tot he Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such work. CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the function called for by the general design, be similar and of equal substance to that specified and be suited to the same use and C5-5 (4) � capable of performing the same function as that specified ; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without written approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employees by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless other wise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transpoi�ting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of new materials. CS-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction contract shall be stored so as to insure the preservation of quality and fitness of the work, When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and ]ocated so as to facilitate prompt inspection, C5-5.14 EXISTING STRUCTURES AND UTII,TTIES: The location and dimensions shown on the plans relative to the existing utilities are based on the best information available. Omission from, the inclusion of utility ]ocations on the Plans is not to be considered as nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for C5-5 (5) all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractoi's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines, Verification of existing utilities, structures, and service lines shall include notification of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of utilities and their adjustment shall be considered subsidiary work. CS-5.15 INT'ERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service intenuption. 2, Notify each customer personally through responsible personnel as to the time and schedule of the inten•uption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's door knob. The tag shall be durable in composition, and in large bold letters shall say: �� C5-5 (6) I� "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on between the hours of and • This inconvenience will be as short as possible. Thank You, Contractor Address Phone b. Emer enc� In the event that an unforeseen service interruption occurs, notice shall be as above, but immediate, CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through act or neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall suffer loss or damage of the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub- contractor shall assert any claim against the owner on account of damage alleged to have been sustained, the owner will notify the Contractor, who shall indemnify and save harmless the owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four (24) hours after written notice is given the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to coi7ect the unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25 % of such costs, shall be deducted froin the monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. CS-5 (7) f1 CS-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed, the Engineer will notify the proper officials of the Owner and request that a Final Inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. U �r C5-5 (8) �,.J ./ PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBII,TTY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED:The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea or misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6,2 PERMTTS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENT'ED DEVICES. MATERIALS, AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract price shall include all royalties or cost arising from patents, trademarks, and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such trade-mark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put iiito immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by C6-6(1) the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to the property contiguous tot he work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as tlie Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer, If diversion of traffic is approved by the Engineer at any location, the Contractor may make ai7angements satisfactory to the Engineer for the diversion of traffic, and shall, at his expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work or materials furnished by the Owner or by the City shall be deducted from the monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. C6-6(2) �._� The Contractor shall at all times conduct his operation and use of construction machinery so as not to damage or destroy trees and scrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer, A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or staked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railroad tracks, the work shall be carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the conti•act, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAII,WAY CROSSINGS: When the work encroaches upon any right-of-way of any railroad, the City will secure the necessary easement for the work. Where the railroad tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work and take all precautions for the safety of property and the public. Negotiations with the railway companies for the permits shall be done by and through the City. The Contractor shall give the City Notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights, and danger signals, shall provide such watchman, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under C6-6(3) construction or being maintained, The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statues, pertinent section being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number 871-8075), to remove the sign. In case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referred manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is coinpleted to the extent that the permanent sign can be re- installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible foe all damage to the work or the public due to failure of bari7cades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the Work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in advance of the use of any C6-6(4) , ,� activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Conditions Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges, as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property, The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewei•, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including tl�e construction of temporary fences and to all other public or private property adjacent to the work. The Contractor shall notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective wot�k, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of non-execution thereof on the part of the Contractor, he shall restore or have restored as his cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise C6-6(5) replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross brace posts on either side of the permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area, The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property or to malce good such dainage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or to become due to the Contractor under this contract. C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant, or employee of the Owner. Contractor shall have exclusive control of and exclusive right to control the details of all work and services performed hereunder, and all persons performing the same, and sliall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership ar joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILTI'Y FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of officers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) Owner; and said Contractor does hereby covenant and agree to assuine all liability and responsibility of Owner, its officers, agents, servants, and employees for property damage or loss, and/or personal injuries, including death, to any and all person of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in apart, any and all alleged acts of omission of officers, agents, employees, contractors, subcontractors, licensees, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory tot he Director that: The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Directoi• shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the C6-6(7) Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract wark from a Contractor against whom a claim for damages is outstanding as a result of work perforined under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation foe any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25`h day of the month succeeding that in which ant such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and the amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILTTIES ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or divisions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when speciiied or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6(8) L� C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be made at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, ar where�no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written notice of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any pai�t thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or deficient operations on the part of the Contractor, shall be performed by the Contractor at his expense, C6-6.18 CONTRACTOR'S RESPONSIBII,TTY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the cliarge and care af the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6(9) ��1 C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFTCIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, and organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owner improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Liinited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX � C6-6(10) PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendance, work of a value of not less than fifty (50%) percent of the value embraced on the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject tot he same requirements as to character and competency. The Owner will not recognize any suUcontractor on the work, The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives, C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same or at�y part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does Uy bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any states, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-73 PROSECUTION OF THE WORK: Prior to beginning any construction operations, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagiam form, or a brief outlining in detail and step by step the mannei• of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit, C7-7(1) f-�+ The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any Deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF TIME OF COMPLETION of this Agreement, and a progress scliedule shall not constitute a change in the contract time. C7-7.4 LIMITATION OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Loca] labor shall be used by the Contractor when it is available. The Contractor may bring from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties and tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglect or refuses to comply with or cany out the direction of the owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for the prosecution of the work in an acceptable manner and at a satisfactory rate of progress, All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work. Workmen or adjacent property will result from its use. C7-7(2) �k C7-7.6 WORK SCHEDITLE: Elapsed working days shall be computed starting with the first day of the work completed as defined in C1-1.23 "WORKING DAYS" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later that the preceding Thursday. b. Any work to be done on the pi•oject on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized. C7-7.8 EXTENSION OF TIME COMPLETION: Tlie Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time for completion of work, consideration will be given to unforeseen causes beyond the control of and without the fault or negligence of the Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes, or delays of sub-contractors due to such causes. C7-7(3) r� When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time mat be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by the Engineer found correct, shall be approved and referred by the Engineer to the City Council for final approval or disapproval; and the action thereon by the City Council shall be final and binding. If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to pz�ovide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for shall, however, be subject to the approval of the City Council: and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the Contract. Each bidder shall indicate in the appropriate place on the last page of the proposal, the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the proposal section of the Contract Documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. C7-7(4) L� AMOUNT OF CONTRACT Less than $ 5,001 to $ 15,001 to $ 25,001 to $ 50,001 to $ 100,001 to $ 500,001 to $ 1,000,001 to $ 2,000,000 and over $ 5,000 $ 15,000 $ 25,000 $ 50,000 $ 100,000 $ 500,000 $ 1,000,000 $ 2,000,000 inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive AMOUNT OF LIQUIDATED DAMAGES PER DAY $ $ $ $ $ $ $ $ $ 35.00 45.00 63.00 105,00 154.00 210.00 315.00 420.00 630,00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult to calculate due to lack of accurate information, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the vent the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7,12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unsuitable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of the work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be C7-7(5) determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth, The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the president of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, than if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty days, the Contractor my request the owner to terminate the contract and the owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include. But not be limited to the payment for all work executed but not anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared canceled by the City Council for any good and sufficient cause. The following, by way of example, but not of lirnitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b. Substantial evidence that progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C7-7(6) �1 c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to cairy on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due tl�erefrom for the benefit of any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not can•y on the working operation in an acceptable manner, lc. If the Contractor commences legal action against the Owner. A Copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is canceled, the Contractor shall discontinue the work or such part thereof as the owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with written consent of the owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Docuinents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. C7-7(7) � f! In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such work thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contract, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with the performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT:The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. A. NOTICE OF TERMINATION: Any Termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any C7-7(8) claim, demand or suit shall be required of the Owner regarding such discretionary action B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2, place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: a. the fabricated or unfabricated parts, work in progress, completed work, supplies and other material produced as a part of, or acquired in comlection with the performance of, the work terminated by the notice of the termination; and b. The completed, or partially completed plans, drawings, infoi�mation and other property which, if the contract had been completed, would have been required to be furnished to the Owner. 5. complete performance of such work as shall not have been terminated by the notice of termination; and 6. Take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of C7-7(9) which has been directed or authorized by Engineer, Not later than 15 days thereafter, the owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement, C. TERMINATION CLAIM: Within 60 days after the notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of the work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made and as further reduced by the contract price work not terminated, The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits> Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16(D) upon the whole amount to be paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the Contractor under this section there shall be deducted; 1. all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; C7-7(10) 2. any claim which the Owner may have against the Contractor in connection with this contract; and 3. the agreed price for, or the proceeds of the sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; noting contained herein, however, shall limit the right of the owner and the Contractor to agree upon the amount or amounts to be paid tot he Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Noting contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT" or any other right which the Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. C7-7(11) � If r PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and item installed. C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finishing costs, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other clauses, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, C8-8(1) and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the worlc under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the ls` and the 5`n day of each month, the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10`�' day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars ($100.00) inn amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000.00, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000.00 or greater, within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimates may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed (such payment will be allowed on a basis of 85°Io of the net invoice value thereo�. The Contractor shall fui-�lish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that partial estimates from month to month will be approximate only, all partial inonthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quantity of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to perform the work strictly in accordance with the specifications or provisions of this ContracC. C8-8(2) r� C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment thereof as outlines in paragraph C8-8.8 below. CS-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate sllowing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be inade. All prior estimates upon which payment has been made are subject to necessary conections or revisions in the final payment. The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after the final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the owner satisfactory evidence of compliance as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit as furnished by the City, certifying that; A. all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, B. that the wage scale established by the City Council in the City of Fort Worth has been paid, and C. that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of said City relating to or connected with the Contract. C8-8(3) � �` The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the cornpleted project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereof approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the Contract Documents, approved modifications thereof, and all alterations thereof. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of the work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to the other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined, The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in tlle Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-$.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under vai•ious bid items in the Pi•oposal to establish unit pi•ices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions, Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one- tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the Project. C8-8.13 RECORD DOCUMENTS: The Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the C8-8(4) site, in good order and annotated to show all changes made during the construction process. These shall be delivered to the Engineer upon completion of the work. I� C 8-8(5) I .-� � � . .. , _ '. . • . . ..t . . .. , � . . - . �_ � . . ' . . . "� � .� . ' , _ . . . .. . . � . _ . : -. . _ . ,., � .' . , .. ^ .: . . �i 4 5.2 - Supplementary Conditions to Part C � � _ J . � _ : : , ,. , , . , LL . � ,. , , ;-- �.� . , .� ► �, _ _ . . _ . SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively, Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates rtlay include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as rnay be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails fo perform the work in strict accordance with the specifications or other provisions of tlus contract. C. Part C- General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-3 of Part D- Special Conditions. D. C3-3,11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised 10/24/02 Pg. 1 I ._. E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be perfortned hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, wlzetlief• or not anv such it:�u�v, daniaQe a� deatl: is caused, i�: whole or ifa vart, bv the tteFliQence or alleQed ne�ligence.of Ownei�, its of�cers, se�wa�:ts, or emvlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such i�tlury or dan:a�e is caused in whole or in pa�^t � the negliQence ot� alleged ne�lige�tce of Owner, its ofrcers, serva�tts or emplovees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shail not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Du•ector inay, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work perfornled under a City Contract. F. INCREASED OR DECREASED QUANTITIES: Part C- General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractoi• shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents, No allowance will be made for any changes in lost or anticipated profits nor shall such changes be considered as waiving or uivalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h, ADDITIONAL Revised Pg� 2 10/24/02 • i i I I .. - ! r' INSURANCE REQUIREMENTS" a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Tlu•ockmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum tlurty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M, Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation ulsurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is prunary protection and any self-fuuded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract adnunistrator any known loss occurrence which could give rise to a liability claun or lawsuit or which could result in a property loss. 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. ; Revised Pg, 3 10/24/02 �� H. C8-8.4 SCOPE OF PAYMENT; Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensatiou as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Docutnents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph CS-5,14) for all risks of whatever description connected with the prosecution of the work, for all expenses incuired by or in consequence of the suspension or discontinuance of such prosecution of the workuig operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The pa}nnent of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repav, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the saine as provided herein. I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10, General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the following: Neither the imal certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy or use of the prenvses by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship, The Contractor shall remedy any defects or damages in the work and pay for any damage to other work or property resulting therefi-om which shall appear within a period of two (2) years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness, Revised 10/24/02 Pg. 4 m. Upon the request of City, Contractor shall provide complete copies of all insurance policies requved by these contract documents. I I� . Any reference to any shorter period of time of wan•anty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." Tt is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the tune set for opening proposals. A request for non-consideration of a proposal inust be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal openuig time, and provided further, that the City Manager is satisfied that a written and duly authenticated confu-mation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not i•eceived within forty-eight (48) hours after the proposal openuig time, no further consideration will be given to the proposal K. C3-3.7 BONDS (CITY LET PROJECTS�.: Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: Revised 10/24/02 Pg. 5 ,� In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permi#ted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will defermine the adequacy of the proof required herein. 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING". L. RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertuient books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this a►�ticle. City shall give subcontractor reasonable advance notice of ultended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse the Contractor for the cost of copies as follows: 1. 50 copies and under - 10 cents per page Revised 10/24/02 Pg. 6 I� � 5.3 - Part D- Special Conditions ,�, . - - . . , _ , . , . _ _ .. . � - � . .,,_ � _ ,._ R . .-� ,. � - .. _ , �� , �- -�. • . . . ., , Y` ` r' �_ .. .i _ . . . . , .�. ' _ .. -�. . , . . . . . � . . . . . _.. i �"': . � i:. �.�. . • _ � .• . . � . - . . . . ' . � , ..,.. . .'. . � . r � ' .." 4 . ' . . . �' . ",. � . I , � � � f " ' J � . PAF�T Q - �I��II�i� GONp171QNS D-1 D-2 D-3 D- 4 D- 5 D- 6 D- 7 D- 8 D- 9 D- 10 D- 11 D- 12 D- 13 D- 14 D- 15 D- 16 D- 17 D- 18 D- 19 D- 20 D- 21 D- 22 D- 23 D- 24 D- 25 D- 26 D- 27 D- 28 D- 29 D- 30 D- 31 D- 32 D- 33 D- 34 D- 35 D- 36 D- 37 D- 38 D- 39 D- 40 D- 41 D- 42 D- 43 D- 44 D- 45 D- 46 D- 47 D- 48 D- 49 GENERAL........................................................................................................................... 3 COORDINATIONMEETING ............................................................................................... 5 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ..................... 5 COORDINATION WITH FORT WORTH WATER DEPARTMENT ..................................... 7 CROSSING OF EXISTING UTILITIES ................................................................................ 7 EXISTING UTILITIES AND IMPROVEMENTS ................................................................... 8 CONSTRUCTION TRAFFIC OVER PIPELINES ................................................................. 8 TRAFFICCONTROL .......................................................................................................... 9 DETOURS................................................................................................:....................... 10 EXAMINATION OF SITE .................................................................................................. 10 ZONINGCOMPLIANCE .................................:................................................................. 10 WATERFOR CONSTRUCTION ....................................................................................... 10 WASTEMATERIAL .......................................................................................................... 10 PROJECT CLEANUP AND FINAL ACCEPTANCE ........................................................... 10 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ................................ 11 BIDQUANTITIES .........................................................:................................................... 11 CUTTING OF CONCRETE ............................................................................................... 11 PROJECT DESIGNATION SIGN ...................................................................................... 11 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .......................................... 12 MISCELLANEOUS PLACEMENT OF MATERIAL ..........................:................................. 12 CRUSHED LIMESTONE BACKFILL ................................................................................. 12 2:27 CONCRETE .............................................................................................................. 13 TRENCH EXCAVATION, BACKFILL, AND COMPACTION .............................................. 13 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) F'OR UTILITY CUTS ................. 14 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) ..................... 15 SANITARYSEWER MANHOLES ..................................................................................... 16 SANITARY SEWER SERVICES ....................................................................................... 19 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES ..................... 20 DETECTABLE WARNING TAPES ................................................................................... 23 PIPECLEANING .............................................................................................................. 23 DISPOSAL OF SPOIL/FILL MATERIAL ............................................................................ 23 MECHANICS AND MATERIALMEN'S LIEN ...................................................................... 23 SUBSTITUTIONS............................................................................................................. 23 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ................. 24 VACUUM TESTING OF SANITARY S�WER MANHOLES .............................................. 27 BYPASSPUMPING ........................................................................................................... 28 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ............... 28 SAMPLES AND QUALITY CONTROL TESTING .............................................................. 30 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ..................................................................... 31 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ............................. 32 PROTECTION OF TREES, PLANTS AND SOIL .............................................................. 32 SITERESTORATION ....................................................................................................... 32 CITY OF FORT WORTH STANDARD PRODUCT LIST ................................................... 33 TOPSOIL, SODDING, SEEDING & HYDROMULCHING .................................................. 33 CONFfNED SPACE ENTRY PROGRAM .......................................................................... 38 SUBSTANTIAL COMPLETION INSPECTION/FINAL iNSPECTION ................................. 39 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) ........................... 39 CONCRETE ENCASEMENT OF' SEWER PIPE ............................................................... 40 CLAYDAM ....................................................................................................................... 40 ovosi2o�o SC-1 RAI�T Q - SP��IAL GQNQITIQN� D- 50 EXPLORATORY EXCAVATION (D-HOLE) ...................................................................... 40 D- 51 INSTALLATION OF WATER FACILITIES ......................................................................... 40 51.1 Polyvinyl Chloride (PVC) Water Pipe ........................................................................... 40 51.2 Blocking ...................................................................................................................... 41 51.3 Type of Casing Pipe .................................................................................................... 41 51.4 Tie-Ins .........................................................................................................................41 51.5 Connection of Existing Mains ...................................................................................... 41 51.6 Valve Cut-Ins .............................................................................................................. 42 51.7 Water Services ............................................................................................................ 42 51.8 2-Inch Temporary Service Line ................................................................................... 44 51.9 Purging and Sterilization of Water Lines ..................................................................... 45 51.10 Work Near Pressure Plane Boundaries ....................................................................... 45 51.11 Water Sample Station ................................................................................................. 46 51.12 Ductile Iron and Gray Iron Fittings ............................................................................... 46 D- 52 SPRINKLING FOR DUST CONTROL ............................................................................... 47 D- 53 DEWATERING .........:.......................... .................. 47 ........................................................... D- 54 TRENCH EXCAVATION ON DEEP TRENCHES .............................................................. 47 D- 55 TREE PRUNING ............................................................................................................... 47 D- 56 TREE REMOVAL .............................................................................................................. 48 D- 57 TEST HOLES ................................................................................................................... 48 D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INT�RRUPTION DURING CONSTRUCTION....... 49 D- 59 TRAFFIC BUTTONS ......................................................................................................... 49 D- 60 SANITARY SEWER SERVICE CLEANOUTS ................................................................... 50 D- 61 TEMPORARY PAVEMENT REPAIR ................................................................................. 50 D- 62 CONSTRUCTION STAKES .............................................................................................. 50 D- 63 EASEMENTS AND PERMITS ........................................................................................... 50 D- 64 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ..................................................... 51 D- 65 WAGE RATES ................................................................................................................. 51 D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ......................................... 53 D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN1 ACRE) ................................................................................................................. 53 D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTINGWATER SYSTEMS ......................................................................................... 55 D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD .................................................. 56 D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION ...................................................... 56 D-71 AIR POLLUTION WATCH DAYS ...................................................................................... 57 D-�2 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS ........................................... 57 D-73 STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................................... 64 02/09/2010 SC-2 PA�T D - �R�GIAL CQNDITION� This Part D— Special Conditions is complimentary to Part C— General Conditions and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any provision in Part C— General Conditions and part C1 — Supplementary Conditions to Part C of the Contract are to be read together. Any conflict between Part C— General Conditions and Part C1 — Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: SANITARY SEWER REHABILITATION CON7RACT LIII (53) City Project No. 01462 Water No. P558-070580175080 D.O.E. No. 3764 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modifications as herein contained, the Fort Worth Water DepartmenYs General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 02/09/2010 S C-3 PART D - S�E�IAL GQNQ11`IONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor: General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102, B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed mav, at the option of the Owner, be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. 02/09/2010 S C-4 PART I� - �f��IAL �ONL?ITION� D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The contractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and ovosi2o�o SC-5 F�AF�T D - SP�GIAL GONQITIQN� 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and otiosi2o�o SC-6 PART D - SP�GIAL, GC�NQITIONS 7. Contractualiy require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512) 463-3642 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D- 4 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D- 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be 02/09/2010 S C-7 PAR�` p - SRE�IAL GQNC�ITION� constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid in the Proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surFace and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions (as approved or authorized by the applicable utility company) for the support, protection and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. It is understood that the Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with the proposed construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new 02/09/2010 S C-$ PART Q - S�'�CIAL CQNC�ITIC?NS line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be repaired or repiaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D- 8 TRAFFIC CONTROL The contractor will be required to obtain a"Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E.) in the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the 'Notice to Proceed' issued the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 817-392-7738) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The lump sum pay item for traffic control shall cover design and / or installation, and maintenance of the traffic control plan. o2iosi2o�o SC-9 PART I� - SRE�IAL G(�NQITIQNS D-9 DETOURS The contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D- 10 EXAMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. D- 13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: Sweeping the street clean of dirt or debris Storing excess material in appropriate and organized manner Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right- 02/09/2010 SC-� � PA�T (� - SI��IA�, �ONI�ITiQN� of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. The City of Fort Worth shall give final acceptance of the completed project work. D- 15 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipm�nt or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCOR) who will erect temporary mechanical barriers, de- energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to ONCOR, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the ONCOR company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D- 16 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantifies. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. D-17 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D- 18 PROJECT DESIGNATION SIGN ovosi2o�o SC-11 PAF�T Q - SF�E�IAL GaN�ITiQNS Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817) 392-8306 M-F 7:30 am to 4:30 p.m. or (817) 392-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D- 19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, required, shall be included driveway repair. concrete, forming materials and all other associated appurtenances n the square yard price of the bid item for concrete sidewalk or D- 20 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of materiat shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D- 21 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. o2iosi2o�o SC-12 PART �? - �f�E�IAL �ONDITIONS Payment for crushed limestone backfili in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, and General Contract Documents. D- 22 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures STR-028,STR-029 and STR-031 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D- 23 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, Type "B" backfill material shall be used only with the consent and approval of the Engineer. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure WTR-029. Sand material specified in WTR-029 shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: ovosi2o�o SC-13 PART [? - SR�GIAL CONQITIQNS • Less than 10% passing the #200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 All other provisions of this section shall remain the same. 3. TRENCH COMPACTION: All trench backfill shall be placed fn lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A,S.T.M. D698) by mechanical devices specifically designed for compaction or a combination of inethods subject to approval by the Engineer. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of inethods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The City, at its own expense, will perform trench compaction tests per A.S.T.M, standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4, MEASUREMENT AND PAYMENT: All material, with the exception of Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D- 24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures STR-028 through STR-031. The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents. 02/09/2010 S C-14 PART D - SRE�IA�. CQNf�ITfQNS All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip o# existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Construction Services section will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Construction Services section. D- 25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. B, STANDARDS: The latest version of the U.S. Department of Labor, Health Administration Standards, 29 CFR Part 1926, Sub-Part P- made a part of this specification and shall be the minimum governin safety. C. DEFINITIONS: Occupational Safety and Excavations, are hereby g requirements for trench 1. TRENCHES - A trench is referred to as a narrow excavation made below the surFace of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 02/09/2010 SG15 PART Q � SP�CIA�. �QNQITIQN� 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are genera�ly referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses, Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D- 26 SANITARY SEWER MANHOLES A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of additional construction. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per COFW Standard Detail SAN-009. 2. DELETED 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant, The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. o2iosi2o�o SC-16 @ART [? - �F'��IAL_ CQNRITIQNS Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be PAMREX, or approved equal, with 30-inch clear opening. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surFaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. oziosi2o�o SC-17 PART Q - SPECIAL C�NDITIQN� 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre- formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation ot the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness, 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. 02/09/2010 SC-� $ RART L? - �(��GIAL. �ON�ITI�NS The price bid for reconstruction of existing manholes shail include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lift hole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D- 27 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For situations involving sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the elevations ovosi2o�o SC-19 PART D - SP'E�IAL� CQN[�ITIONS (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de-holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is not satisfied. If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re-routes that are not installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained from the City of Fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer re-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D- 28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Speciat Condition. 02/09/2010 S C-2 � PART I� - �P�CIAL CONI�ITIQNS A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade, G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. SurFace restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. 02/09/2010 S C-2 � PAt�T Q - �RE�IAL CQNI�ITIONS H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. SurFace restoration shall be compatible with surrounding surFace. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. C. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench), L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. ovosi2o�o SC-22 PART Q - SR�GIAL �QNDITI�NS D- 29 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2'/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utilify Co/or Code Water Sewer Safety Blue Safety Green Lepends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D- 30 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D- 31 DISPOSAL OF SPOIL/FILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, Contractor shall remove the spoil/fill material at his expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 32 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of inechanics and material men's liens upon receipt of payment. D- 33 SUBSTITUTIONS 02/09/2010 S C-23 PAf�T Q - �PECIAL CONpITIQN� The specifications for materials set out the minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material, which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D- 34 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shatl also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shafl be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed, is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the �sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high- velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. o2iosi2o�o SC-24 �ART Q - Sf�E�IAL GQN[�ITfQNS When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection videotapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy o2iosi2o�o SC-25 PART �? - SP�C{AL CON[?ITIONS of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. The Engineer will return tapes to the Contractor upon completion of review. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised, The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily 02/09/2010 SC-26 F�ART � - �P�GIAL GONL�ITIC�NS evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 35 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 45 sec. 59 sec, 20' 50 sec. 65 sec. oziosi2o�o SC-27 F�ART D - SPEGIAL GONDIT�ONS 22' 55 sec. 72 sec. 24' 59 sec. 78 sec. 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D- 36 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D- 37 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection perFormed by an independent sub-Contractor hired by the prime Contractor. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment, B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the o2iosizo�o SC-28 PART D - �PECIAI_ �ONQITIONS satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interFere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection o�iosi2o�o SG29 PART D - SPE�IAL ��NRITIONS and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer, If the tapes are of such poor qualitv that the Enqineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a qood tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitaty sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 38 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken, The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. o2iosi2o�o SC-30 RART I� - �I��CIAL GaNC�ITIC?N� E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D- 39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right- of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 4. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. oziosi2o�o SC-31 PART I� - ��c�,�� co�vQi�rioNs 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D- 40 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D- 41 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 817-392-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D- 42 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. o2iosi2o�o SC-32 PART L� - �P�CIAL GON[?ITIQNS D- 43 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements, D- 44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting, Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be ovosi2o�o SC-33 PAI�T D - SPE�IAL �QNa1TIONS watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall, upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread. uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: o2iosi2o�o SC-34 PA�2T [� - SP��IA�. CONI�ITIONS a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Purity 95% 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) �� : Dates (All Sections) Aug 15 Tall Fescue to Western Wheatgrass May 1 Annual Rye Total: 50 50 50 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. 02/09/2010 SC-35 PAI�i Q - SP'�GIAL �QNDITIQNS b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun, BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D- 45, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-45, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-45, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch, The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth, ovosi2o�o SC-36 PART I� - SPEGIA�. CQNQITIONS RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cult packer wheel. 4. HYDROMULCH SEEDING: If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes. 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20- 0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. otiosi2o�o SC-37 PAF�T Q - SPE�IAL CONaITIaNS Acceptable material for "Sodding" will be measured by the linear foot, compiete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for perForming all operations necessary to compfete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D- 45 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. 02/09/2010 SC-38 � PART �? - SR��IAL �QN(�ITIONS D- 46 SUBSTANTIAL COMPLETION INSPECTIONIFINAL INSPECTION 7. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 8. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 9. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 10. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies, which are discovered at the time of final inspection. 11. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D- 47 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4, Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" mefhod using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. ovosi2o�o SC-39 �. PART D - SPECIAL GQNI�ITIC?NS 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. � D- 48 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D- 49 CLAY DAM Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D- 50 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-6. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D- 51 INSTALLATION OF WATER FACILITIES 51.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shalt be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). o2iosi2o�o SC-40 r-r PART Q � �P�GIAL. GQNQITIQNS 51.2 Blocking Concrete blocking on this Project wiil necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 51.3 Type of Casing Pipe WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall confarm to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The stee! casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those speci�ed above. G. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the Manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 51.4 Tie-Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 51.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the 02/09/2010 SC-41 PART D - Sf�ECIAL �QNDITIQNS Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the City Project Manager, Construction Services, Phone 817-392-8306, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 51.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items, 51.7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents, All water services to be replaced shatl be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box, All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. 02/09/2010 S C-42 PART [� - SPE�IAL �QN�ITIQNS All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter, 2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately, Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). . This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. oziosi2o�o SC-43 PART D - SP'��IAL �QNt�ITI�N� 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A — Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 1. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 51.8 2-Inch Temporary Service Line A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated ►ime (HTH) prior to installation. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. 02/09/2010 SC-44 RAFtT f� - �P�CIAL GQNpITIONS The temporary service layout shall have a minimum availabie flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible. At the pre-construction conference the contractor will advise the inspector of the number of ineters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 51.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The City will provide all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of f�fty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 51.10 Work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes ovosi2o�o SC-45 PART [� - SP��IAL CQNf�ITiQNS 51.11 Water Sample Station GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the insta�lation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the instatlation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 51.12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. 02/09/2010 SG46 PARi I� - �PEGIA�. GONQITIQNS D- 52 SPRINKLING FOR DUST CONTROL Ail applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D- 53 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D- 54 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D- 55 TREE PRUNING A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 3, Steel "T" = Bar stakes, 6 feet fong. 4. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 6. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 7. Survey and stake location of root pruning trenches as shown on drawings. 8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. o2iosi2o�o SC-47 PART I� - SPE�IAL �aND�ITIONS 9. Backfill and compact the trench immediately after trenching. 10. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 11. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 12. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D- 56 TREE REMOVAL Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D- 57 TEST HOLES The matter of subsurFace exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on tiiis project shall submit his bid under this condition, Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. ovosizo�o SC-48 ��RT D - SPE�IAL �QNf�ITIQN� D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, City Project No (CPN)., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information: Name of the project, City Project Number, the date of the interruption of service, the period the interruption will take place, the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector.. All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. D- 59 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact SSMD at (817) 392-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. 02/09/2010 SC-49 PART Q - SPEClAL �QNDITIQNS D- 60 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout stack and cap shall be cast iron. Payment for all work and materials necessary for the installation of the two-way senrice cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service Cleanouts. D- 61 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization. No additional compensation shall be made for maintaining the temporary pavement. D- 62 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished. If the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. D- 63 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perForm work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or otiosi2o�o SC-50 PART D - SP�CIAL GQN[�171QNS manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, are available to the Contractor for review by contacting the consultant who distributes the plans for the project. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for thoroughly reviewing, understanding and complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For railroad permits, any and all railroad insurance costs and any other incidental costs necessary to meet the conditions associated with permit(s) compliance, including payment for flagmen, shall be included in the lump sum pay bid item for "Associated Costs for Construction within Railroad / Agency Right-of-way". No additional compensation shall be allowed on this pay item. D- 64 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. D- 65 WAGE RATES Compliance with and Enforcement of Prevailing Wage Laws Dutv to pav Prevailing Waqe Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. Penaltv for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. otiosi2o�o SC-51 PART D - SP��IAL CONQIT(C)NS This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. Complaints of Violations and Citv Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Postinq of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. (Wage rates are attached at the end of this section.) (Attached ) 02/09/2010 SC-52 PAF�T Q � SP��IAL �QNC?ITLON� D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas Department of Health. The notification must be filed at least ten days prior to removal of the material. If it remains in its non - friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents. D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the 02/09/2010 SC-53 RART D - �I��CIAL �QNpITIQNS permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT�: For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP�: A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Copies of the project SWPPP's are available for viewing at the office of the Consultant disbursing the plans for the project. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. o2iosi2o�o SC-54 PART [? � �RE�IAL �QNQITIONS LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP. Deviations from the p�an must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above, A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control- measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative. The Contractor shall not operate water line valves of existing water system. Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. 02/09/2010 S G55 P�RT � - SR�GIAL GONQITIC?N� D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: 1. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Water Department's Public Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Water Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. o2iosi2o�o SC-56 RART D - �RE�IAL �QNI�ITIONS D-71 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the foliowing guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. . The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. D-72 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS Contractor is required to secure a Street Use Permit, issued by the City of Fort Worth Transportation and Public Works Permit Center (817-392-6594) prior to any work in public right of way. Permit will not be issued without a traffic control plan sealed and signed by a registered professional engineer licensed to practice in the State of Texas. Failure to acquire the proper permit and permission may result in a fine of $500/day to the contractor performing the work. Payment by the contractor for all Street Use Permits shall be considered subsidiary to the contract cost and no additional compensation shall be made. ovosi2o�o SC-57 RART Q - SP�CIAL GONI�ITIONS (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON WATER AND / OR SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> r� Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL o2iosi2o�o SC-58 RART � - SRE�IAL GQNI�ITI�NS FURTWORTH �: �� Mo. � �„� �: � HOTIC� O� TEMPORARY WA7'ER SL�VIC� IHT�l�RUP'tIOH DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTER,RUPTED ON BETWEEN THE HOURS OF �D IF YOU HAVE QUESTIONS ABOUT TRIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, __,CONTRACTOR o2iosi2o�o SC-59 PART I� - SPE�IAL CONQITIONS F TEKAB DEPARiMENT OF' HEALTH DEMQL,ITMQIV 1 RENOVATION ° � NU71FIC1�T{ON FORM � NO'CE: CIRCLE ITEMS THi4T ARE AMEND�D "j' n H � NQTIFICATION# � 1) Abatement C4ntrackQr; TDH LicenS� Numbe�: � Address : - - - - City, Sta1e, Zlp: c �ffica Phane Number: ( t Jab Slte F�Mone N�rmbar: � S'� Stip�NR9o�� _ TQW Lipense Number, __.. . � Site Se�pervisar: TpH License Number... -_- ._ . e Trained On�ite N�SHAP �ndivisival; Cerlificatian D�te: a - D�molition Contra�tar: Offlc� Phone Numb�r{_ 1. n IiddleSs; _ Gity: Ste1�:�Zfp, I` y 2j Proj�ct ConsuNant 4t Qp�r�14r: 7bH Li�rksa Numt��r: Ma�linfl Address; � ;Clty:. ° 5t�te: - zip:�Office Phone Num�er:1,�. ._ � �_ . T ,q 3) Facllit��Ownec_ H Attanti�r�: _ ' ' '` _ _.._ _ P A9eiling Puddress: � �Clty� _ . siate: Zip: Owner Phone �fumbor( -1-- .__ _ _ "'Noto; 7ho IrrvoiCa for iho notifi�atlon fea wlll be sentt4 the uwna�of tha bullding And 11�� bElling ddtlr�s ibrthc Im�oice will ha � cpte�lnod Irom 11�� In�l�p�r`nalFpn IhaR Is provided In thls sectlon. N d) de�crfptlan ar Facitity Name: � Physical Address: �ount� CIEy: Zip;� --- — 5 F'acllNy Phone Number{ ? Fac�lity Cantact R�rsan: -_ -- H i7sscripiion of AreaJRaom Number: __ � Prtar Ue�; Futura Us�: � Age of @uildirvgtFacilily; : Sirs: Number cf Floors: 3�001 {K -12); C YES o NO 5) Typ$ ot Wt�rk: i Z Demolitian ti Ret�ovatlan {AbatEmcnt) u Annual Can�olidated 1Nork wil! be during; u Day ❑ Euening ❑ Niglit ': PFta�d Praje�t Description of worls, schedulQ: �} Is lhis a Publ(C Buildfng7 n VE� t� NQ Federaf �acllliy'� � Y�S �_ Nb Industria] 5tte? n YES f"i NO 7 NESFi�P-Only Faetpty? I_7 YES D NO Is 6uildlr�gJFaailiiy O�cupled7 �:I YE5 r.l NQ 7) t�oiifcatlon Type GHEGK 4NLY �NE � Griglna�,(i4 W�rCsing �aya} � Cancellation �;� Ame�ndrr�ent [� Emergeney�Ordarcd ff ihis is �n amgndment, which amendm�nt number is th3s?„_ (E�ntlos�e �opy of origin�l �r�dlb� last �mendment) If an emergenoy, who dld you telk wlm at TDhi7 �mergQncy#; ' Dais and �iou� of Eme�r�ncy {HNrMl,�palYY): ' Descr(pti�n af the sudden, unexReated euent and expl2�rlai#or� a( Ftovr th� aysnt ��ussd uns�Fe conditio�s ar Wa�fd cause equ�pment demege {computers, machinery, eta _ _ _ _ _ B) b�sCripiiorl of proaedur�s t4 hQ foUrnYed I� 1h� BVent lhat u:nexputtctd �3b2stas is found or prev6augiy n4r1-iriable asbestas malerial becomes cru�nblori, pulv�rir�d, ar reducad 14 powdar. _____ _ 9j Was an A9bestqs survey p�ertormed? ::l Y�� L NO D�te: r J TDH in�p�ctqr License No: Anatyiir,Al Meihod; 7 PLA4 � T'Ep.! ( E kssum�d TDH Laboratory licens,e Ns; (For 7AHpA (public buiEdinB) Prajeca�: an as��m,�tion m us! be made by z TDH Llcw�setl ins�sctarj i4) ��script�an of ptann�J demalit«nn ar ranovatian �vark, type of material, �nd method(s) to t>e used; _____.. . t �)�i��cxiptian oC wark pra�l(aes and �ngir�eerinq oanVots ao be �sed to prevnr�t bmissicns of asb�slos aC the demoliti�ru'renrn+allan, _ 02/09/2010 SC-60 P�ART IJ - �P�Cl/�I� CQNDITIONS 1�) ALL �ppliqblC it��ls in 'Itia [olicv,rring tabie must be c4mpl�t� _d: fF NO AS��T9� pf2E�ENY �hI�CIC FI ER� _ Ap�rroximate amount �i Check ��nli of mcasur�mcnt Asbe�kas-�ontaining Building Met�lial Asbestos T�pe _ _ _ Pipa9 Surface Araa Ln ' Ln SQ SQ Cu Cu ___ _ F1 Af Ft !,4 Ft tu1 RACM tn be removQd RACM NOT removed Inleri�r Cate o 1 non-friabE� rem�v�d Extedirat Cai� o I non-friable rempv��i Cateco I non-friable NOT remot��ci Ir�terior Cat or 1I nor�-friahl� remove� F�cteriar Gate ll non-ftiahla nemov�d �ate CI no�•frl�le N47 removed FtACf41 OH-F�ti►ity Companenf " 13) VVaste Transponer N�ne: � 7DH �ic�n�� N��mber, Adclress: City: State; �Ip:--- ---_:.._ Cc�tect PerSon: Pharte Nurr►bHr: 1 ) 74j W2st� Dispd{sal Site Name: Addr�ss; Te3ephane, { _ _ 1 . RCC Permit Num��r. Sts1�: Zip: 15a For struo�rally unsaund iacllitles, attach a co�y b� B�mfllit�r, arcfer an� «ientity�av�mmental affivia4 belaw, Narn�a: Reglstr�tio� hfo; _____._.. __. TiEle; Date of ordet �MMUI�dfYY} ! 1 Date �rder tp begin {��1MJDpVYI') t ! 16y S�h�duled D�tes of Asbestos kbate�nent (P�1ti+UaQlYY} Starl: t 1 Ganpl��e: I ! 17) 5cheduled Datas DemqlitionlRenc►v$fi0� (F11141l�DlYY) Sl�rt; ! 1 Campl�t9: J ! " Nvte: N�he start date cn lhis noGtiaati4n ean noi bo mol: thv TDH Regfonal o� Local Prnqram afflce Must �e �on�ecled hy phone priorto the 6tart date. Fa�lur� lo dn so Fs a vfaE�Rl+�n In aacar�tanc� R� TAHPA, 9octfan 29b.$�, i herehy� oaNi#y thai sll infarrnet�on I have pro+�l�ied Is carrect, taor�pleta, end irue ta th� best df my knowiedg�, t acknaxl��g� that I am responsibie tor all aspetts af the notiti�aiion fo�, inoiud"+ng, but nai limitin�. content and submission dates. The maximum penalty i� 510,04(1 per day per v�ol�tion. _.____.__. _. _.. _ -- _ . (5igrieture af Building �+.�nerj {��rafar (�rint�d hlamQ) �D�ie) (T�I�phcn�j a Gels4�ted Consutl�nllC�ntrar�dr) { } ��ax Namtysr) MAIL TO_ ASBC�1'65 NOi`IFICATIah[ SEGTIdN TOXIC 5U6STANCES CQM1ITR�L pNl�l4N TEX,4S CIEPARi'M�N7 t7� FIU�L'Cla �Faxns aro nat atc�pt�dv FO BOX t 43538 "Fax�s arc na� �ccspt�l• AUSTIN, 7lC 7£37i435�B pl�: s�z-�3a-$�oo, i-�ap-57z-55�a Form A�B#5, dafed 07/�9�i72, Re�D1BCeS iGH (Orm [�atoti DiIf,3/07. �or assrstance irr compieting fprr�, calt f-�(1,R-572•a548 oziosi2o�o SC-61 P'ART L? - �PE�IAL GONI�ITIQNS o2iosi2o�o SC-62 PART p - �PE�(AL GQNI�ITIQN� �,�«�t,y ��,��u P"i�V�tiiE�� + Classifications Hourly #2atQs Air Tool Operator �10.a6 ftsphalt Raker �13_9A �4sphalt Shoveler $8_BO f�sphalt Distributor 0{�eratar � t 3.69 Asphalt Pauing 1�lechine Operet�r �12.78 Batchirig Ptant Weigher �i4.15 Braom or 5weeper Operatar $9_88 Bulldozer Operator �13.22 Carpen#er jRou�h} $12.8i1 Concrete F�isher- Paving �12.85 Canerefe Fatisher-Strucfures �t3.27 CorecretePeving Curbinp Mach. Oper. S12.D0 Conorete Paving Finishir� Mach. Oper. S13_63 Concrefe Paving Joint Sealer Qper. �12_5(1 Conorete Peving Saw Oper. $13.58 CanoreEe Paving Spreader Oper. �14.50 Ganoref� Rubber �10.8'I Crene, Clamshell, Backhoe. Dertick, Ekagline, 5hovef �44.12 EleaErician 518.12 Flegger $B.d3 Form Setter- Paving 8 Curbs �17 Foundataon Drill Oparafnr, Craw�er Mounbed �13 Foundatio� Drill Oper�tar, Tnrck 119aunted S1� Finait End t.oader �12 Laa' orer- Common 59. Le�crer- Utility $1C �iecE�anic �1f RiilEing Macl�ne Operaior, Fine Grade $i 1 Mixer Operator �11 l,tn3or Grader Operator (�ine Gradej �1� 14Sotor Grader O�erator. Rouah Oder S14 Steel yVheel Pianf- Mix Pavemerrts 5tee[ Wheei Othe� Flatwt�eel ar Saur+ce is AGC of Texas (Hwy, Nvy, Lttiliti2s fndustriei B�anch) www.access_gpo�ovldavisbaoonl i� i � 02/09/2010 7_04 SC-63 f ti 4iNJ1A 'or ��fl� ificatiorrs Hr1y Rts er Operabr �11.42 :er $12.32 orm Machine Operaiar �12.33 der Box Operetor 51U.S2 Koperator, Craw4erType �12.BU �roperstor, Pneumetic 572.9i ling MixerOperaFor $72.03 Driver- Single Axle (Ligfit? �1Q.6i �river Sing6e Axle {Heavy) 511.47 Driver- Tandem Axle Semi-Traiter 519.75 Oriver- LowboylFloet yi4.93 Driver TransitMix �9Z.OB ❑ drill, Boring Ma�Frine. Post Hole $14.OD � S 13.57 Zorte B�ricsde Servicer 3tUAe I�ART Q - �PE�IAL �QNL�ITIQN� D-73 STATE REVOLVING FUND (SRF) REQUIREMENTS This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should be thoroughly reviewed and completed by the contractor. They include: 1. TWDB Small, Minority, Women-Owned Business Enterprise Program Documentation 2. TWDB Supplemental Conditions • Instructions to Bidders • Construction Contract Supplemental Conditions 3. At the Time Contract of Contract Document Execution ED 103 — Contractors Act of Assurance ED 104 — Contractors Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in the Appendix. END OF PART D- SPECI�IL CONDITIONS 02/09/2010 S C-64 . .e � 1� �� . �� :� I ;1 !f : . �r l�' ; l� � �' i ;i 1 � ��-•�:, 5.4 - Part DA - Additional Special Conditions � PART DA - ADDITIONAL SPECIAL CONDITIONS DAa1 C�A-2 AA-� DA=4 DA►-S �A-6 D�1-7 DA�8 AA-9 DA-10 D�-11 DA-1 � DA-13 D�A-14 DA-15 AA-16 DA-17 DA-18 QA-19 DA-2Q DA-21 D/�-22 DA-23 DA►�24 pA-25 DA-26 D��27 l�A-28 D/�-29 DA-34 DA��31 UA-32 D�1�� DA�3�4 LlA-35 DA-36 DA�37 DA-38 QA�39 DA-40 DA-41 [�A-�� D�A,-A�� pA-�4 DA-A�5 D�-46 D��7 DA-48 AWARD QF GQNTRAGT FOR PROJECTS WITM MULTIPLE UNIT�........,.,,OMITTED RIPELINE REHABILtTATION Cl1RED-IN-PLA�E PIPE .................................OMITTED PIPE ENL.ARG�MENT SYST�M ...................................................................................4 FQLDAND FC)RM PIPE ..................................................................................OMITTED SLIPLINING.....................................................................................................OMITTED PIR� INSTAL�ED BY OTHER THAN OP�N CUT .......................................................12 TYA� OF GASING PIP� ..............................................................................................15 S�RVICE LIN� PQINT REPAIR I GL�A►NQUT R�PAfR .................................OMITTED PRQTECTIV� MANHOLE �OATING �4R CORRQSIAN PRQiEGTiON ...................16 MANHOLE REHABILITATIQN .:......................................................................OMITTED SURFAC� RR�Rl�RATIQN F(?R M�NHOLE R�MABILIT�1TtQN ...................OMITTED INTERIQR MANHOLE COATING - MICROSILICA.TE MQRTAR �YST�{IEl.....OMITTED INTERIOR MANHQLE COATING - QUADEX SYSTEM ..................................OMITTED INi�RIC>R M�NHQLE GOA�TING - SPRAY WA�LL SYSiEM ......................................18 INTERlQR MANHQLE CQATING - RAVEN LINING SY�TEM ....................................21 INTERtOR MANHOLE CAATtNG: PERMACAST SYSTEM WITf� �PDXY LINER........ .........................................................................................................................OMITTED INT�RIC?R MANM�LE COATINGnSTRQNG-SEAL-SYBTEM .........................OMITTED RIGID FIBERGI�ASS MANHOLE LINERS ......................................................OMITTED PVC L{N�D GQNCRETE WALL. RECONSTRUG7tON ....................................OMITTED PRESSURE GRCIUTING .................................................................................OMITTED V�ICUUM TESTING OF R�H�ABILITATED MANH4LES .................................OMITTED FIB�RGI.,AS� MANH�L�S .............................................................................OMITTED LQCATIQN ANQ EXPOSURE f)F MANMQLES AND WATEf� �/�LVES ........OMITTED REPLA►CEMENT QF CDNCRETE CURB AND GUTTER ................................OMITTED REPL��M�NT Q� 6" CONCRETE DRIV�WAYS ........................................OMITTED REPLACEMENT 4F H.M.A.C. PAVEMENT AND BASE .................................OMITTED GRAQED �RUSHED STONES .......................................................................OMITTED W�� MILL�.�NG 2" TQ 0" pEPTH 5.Q' 1NIDE ...............................................OMITTED BU7T JCIINTS MtLLED ................................................................................OMITTED 2" H.M.A.G. SURFACE CC)URS� (TYPE "�� MIX1 .....................................................25 R�PLAC�MENT C1F 7" Ct�NCRETE VALLEY GUTT�R ................................OMITTED NE1N 7" CQNGRETE VALLEY GUTTER .........................................................OMITTED NEW 4" STANQARD WHEELGHAIR RAMP ...................................................OMITTED 8" PAVEM�NT RULVERI2ATION ...................................................................OMITTED REINF4R�EL? CQNCR�TE PAV�MENT OR QASE (UTlLlTY GUT) ..............OMITTED RAI�� PAV�M�NT MAI�I�ERS ....................................................................OMITTED POTENTIALLY PETRQL�UM CONTAMINATED MA�i�RIAI. FfAN�LiN�.....OMITTED 4VI"�VII\�7• l ��P11�,V!" V1� I I'!I lv�� I'�I�� F+�v� vvr�e.. v� Yr�� .sr�.�e-� � r vv� ............ ......................................................................................................................... OMITTED RQCK RIRRAP ! �ROUT - FtLT�R FABRIC ..............................................................26 G(aNCR��'E RIPRAP . .....................................................................................OMITTED CON�RCT� GYL�lNQ�R PIP� AN�? �'ITT�NGS ...............................................OMITTED C4N�R�TE RIPE F�'�TING� AND SP�CIA�,S ................................................OMITTED UNCLASSIFIED �TR��T �XC�4V�ITIQN ........................................................OMITTED 6" R�R��?FtAT�[� RIPE aU�ARAIN ...............................................................OMITTED R�P�.AGEME�T �F 4" CONCRET� SIDEIINA�,KS ........................................OMITTED R��OMMEND�� SEQU�N�� OF CONST'RUCiION ....................................OMITTED RA�V�MENT R�RAIR IN P/�RKING /�R�A ..................................................................30 �AS�MENTS ANI] R�RMITS .....................................................................................30 10/23/08 AS C-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-49 DA-50 �A-51 DA�52 DA-5� C?A-�4 QA-a� QA-5� DA-57 [�A-58 DA-59 DA-84 �A 61 DA-62 DA-63 DA-64 QA-65 DA-66 QA-67 l�A-�8 DA-69 DA-70 QA-T1 QA-72 DA-73 DA-74 DA►-75 DA-76 I�A-77 DA-78 QA�79 QA-8Q QA-81 DA-82 UA-8� I�p►-�4 UA-85 UA�8fi pA-8�' DA-�8 DA�89� �A-90 QA-�1 QA►-92 DA-93 I�A-94 QA-95 Li�4�96 D�A-9T 10/23/08 HIGHWAY REQUIREMENTS ..........................................................................OMITTED CtaNCRETE ENCASEMENT .......................................................................................31 CONN�GTION TQ E�ISTlNG STRUCTURES .............................................................31 TURB� METER WITM VAULT AND BYPASS INSTALLATIDN ,,,,,,,,,,,,,,,,,,,,,OMITTED OR�N FIRE LINE IN�iA►LL�TIQNS ...............................................................QMITTED IIItAT�R SAtVIPL� �TATIQN ............................................................................OMiTTEa CURB UN CONCRET� PAVEM�NT . .........................................................................31 Sf�14P DRAWINGS ......................................................................................................32 CU�T �REAKDOWN ..................................................................................................32 ...................... OM ITTED H.M.A,C, MQRE THAN 9 fNCHES D�EP .................:......................................OMITTED ASPHALT l]RIVEWAY REPAIR . .............................................................................33 .... TQPSOI! ....................................................................................................................33 1AtATER MEl`ER AND METER BOX RELOCATION AND ADJUSTMENT..,...OMITTED BIQQUANTITIES ......:..:..............................................................................................33 WQRK IN HIGHWAY RIGHT OF WAY ..............................................:.............OMITTED GRUSHED LIMESTONE (FL�X-BAS�) ......................................................................33 OPiIQN TO RENEW .......................................................................................OMITTED I�ON-EXCL,USIVE CQNTRACT .......................................................................OMITTED CO{�tCRETE VAL�EY GUTTER .......................................................................OMITTED TRAFFIC BUTTONS . ......................................................................................OMITi'ED PA4'EMENT STRIPING .................................................................................. QMITTED H,M.A.G. TESTING PROCEDUI�ES ................................................................OMITTED SPECIFICATION REFERENCES ................................................................................34 RELO�ATtQN QF SPRINKLER SYSTEM BACK�FLQW PREVENTER/CONTROL VALVE AND B4X ............................................................................................OMITTED RESILfENT-SEATED GATE VALVES .............................................................OMITTELI �MERGENGY SITUATI4N. J�B MOVE-IN .....................................................OMITTED 1'/�" & 2" CQPPER SERVICES ......................................................................OMITfED �GOPE OF W�RK (UTIL. CUT1 ......................................................................OMITTED CQNTRACT4R'S RESRONSIBILTY (UTIL, CUT► ...........................................OMITTED CQNTRAGT TIME (UTIL, GUTI .......................................................................OMITTED REQUIREI� CREW PERSONNEL & EQUIPMENT (UTIL. CUT„� ......................OMITTELI TIME ALLQWED FQR UTILI'TY CUiS (UTiL, GUT) ........................................OMITTED LIQUIDATED QAMAGES (IJTIL. GUT} ............................................................OMITTED PAYING REPAIR EGGES (UTIL. CU7l .........................�..................,,.,...........OMITTED �'F��,NGH B,ACKFII.L (UTII., CUT1 ...................................................................OMITTED GL�AN:UR (UTIL. CUT) ..................................................................................OMITTED RRQRERTI( A,CCEaS (UTI�.. GUT► ................................................................. OMITTED SU��IIItSSiQN OF �IQS (UTIL. CUT1 ...............................................................OMITTED STAN�ARD BASE REPAIR FOR UNIT 1(UTIL. GU'f� ....................................OMITTED .................. OMITTED �" �� 9" H.MI.A.C. RAVEM�NT (UTI�. GUT} ..:...............................................OMITTED ADJUST WA��R VAI�V� BQXES, MANHQLES, AN[� VAUI.TS (UTIL. CUTIOMITTED IV�r41NiENANCE �QND (UTIL. CUT,� ...............................................................OMITTED �RICF� RAV�MENT CUTI�. CUT� .....................................................................OMITTED LIM� STABILIZE� SU�GRADE f UTII�. CUT1 .................................................OMITTED ��M�NT STAt�ILIZ�D SUBGRADE (UTIL, CUi1 ..........................................OMITTED , TI�.. CUT1 .............................OMITTED €P�11R F STQRM Q A S RUCTURES "f�UICK-SET" GC)�1GR�T�,�,UTII.. CUT) . ........................�.............................OMITTED ASC-2 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-98 UTILITY AQJl1�TMENT (UTIL. GUT) ..............................................................OMITTED DA-9� STANDARQ GONCRETE SI[�EWA�.K AND WH�E�GHAIh RAMf�� (U'Ft�, ��lTl......... ......................................................................................................................... OMITTED DA-10Q DA►-101 AA-10� AAe103 DA-1 Q4 DA-10� DA-1 Q6 DA-107 DA-1 p8 QA-149 DA-11 Q QA-'I 1'i DA-112 �1A-113 DA-11 � DA-115 DA-116 DA-117 DA-11$ DA-119 10/23/08 LIMITS QF CON�RET� PAV�MENT REPAIR (UTIL. GF�T1 .......................OMITTED CONCR�iE CUR� AND GUTTER (UTIL. CUl') .........................................OMITTED �'AYII��NT fUTIL� CUT1 ...............................................................................OMITTED Q�HQLES tM1�G. EXT.i . ............................................................................OMITTED GUNS?RI��TE�N LlMtTAT14NS (MISC, EXT.) ...........................................�MITTED PR�SSUR� CI,EA�tING AND TESTING �MISC. EXT.1 ...............................OMITTED BIQ QUAt�TITEES (MIS�. EXT,1 ...................................................................OMITTED LI�E QF G�NTRAC7 (MISC. EXT.1 .............................................................OMITTED �'1_,Q1t1lA�t�� FILI� (MISC. EXT.) ...................................................................OMITTED �RICK PA��1I�ENT REPAIR MlaG. REPL.1 ..............................................OMITTED D�T�RMIN�I�IQ�N �AND INIiIAT'ION OF W()RK (MISG. R��L.� .................OMITTED WQRK OR[��R GQMRLETIQN TIME (MISC. R�F�L,, ..................................OMITTED MOVE IN �HARGES fMISC. REPLJ ...........................................................OMITTED PROJEGT �IGNS (MISC. REPL..) . ..............................................................OMITTED LIQUIQATEt? QAMACES (MISG. REPL.) ....................................................OMITTED TRENCH SAFETY SYSTEM QESIGN (MISC. REPL.) .................................OMITTED FIEL,D ��IC� . ......................................................... ..............................OMITTED . .... TRAF�IC CQNTRQL PLAN .........................................................................OMITTED COC?RDINATiQN OF WfaRK WITH CONTRACTOR FQR 4THER UNtiS..OMITTED GATHQ�?IC FRQTEGTtON SYSTEIV� ...........................................................OMITTED AS C-3 __� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS OMITTED DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE OMITTED DA-3 PIPE ENLARGEMENT SYSTEM A. GENERAL: 1. Description; This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe 8ursting/Crushing). This system includes splitting or bursting the existing pipe to install a new palyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods includ.e; the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. R�fer to Part D- SPECIAL CONDITIONS D-34 SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. 3. Definition: The Pipe Bursting/Crushing system is de�ned as the recanstruction of gravity sewer pipe by installing an approved pipe material, by means� of one of the pre-approved methods set forth in Section A.2 of this specification. The pracess involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the Fort Worth Water Department. 4. Quality Assurance; The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such �rm is a licensed installer of their system. No other Pipe 10/23/08 AS C-4 PART DA - ADDITIONAL SPECIAL CONDITIONS Bursting/Crushing system ather than those listed in Section A.2, of these specifications is acceptable. a. Personnel directly involved with instalfing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Trainin� shali be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethyl�ne pipe. Training shali be performed by a qualified repr�sentative as determined by the pipe manufacturer. 5, Submittals: Submit for review and accaptance, the following Contractor's Work Plan and Drawings to the City; a. Shap drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. lnclude manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damagEd. b. Location and number of insertion or access pits shall be planned by Contracto� and submittEd in writing prior to excavation for approval by the City. c. Method of consfiruction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction pracedure to install pip�, bypass sewage flow and reconnection of sew�r service connections. 2) Working drawings far information only showing sewage flow bypass, and maintenance of fraffic. Contractor shall provide for continuous sewerage flow. Dewate�ing shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe, 4) Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: a, Transport, handle, and store pipe and fittings as recommended by manufacturer. b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as 10/23/08 ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS required by the Project Manager at the Contraotor's expense, before proceeding further. c, Deliver, stare and handls other materials as required to prevent damage. E�. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting materiai shall be high density, extra molecular weight (EHMW) polyethylene pipe material confQrming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designatian of PE3408 and cell classi�cation 345434G per ASTM D335Q. The molecular weight category shall be extra high (250,000 to 1,500,OOQ) as per the Ge{ Permeation Chromatography determinatian procedure with a typical value of 330,000. a. The interior of the pipe shall be a light r�flective color ta facilitate clased circuit television inspection. b. The pipe mat�rial shall be listed by the Plastic Pipe Institute (PPl) in PPI TR-4. The pipe material shall have as hydrosta�tic design basis of 1600 psi at 73 F and 800 psi at 140 F, c. The manufacturer's certi�cation shall state thafi the pipe was manufactured from one specific resin and shall state the resin used and its source, All pfpe shall be made of vlrgin material. No �ework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal Ductile Iron Pipe Size inside diameter. The Standard Dimension Ratio (SDR) and minimum pressure ratinq of the �ipe shall be SDR 17 - 100 psi, Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2, Tests; The Contractor shali be required to send submittals to the Clty of Fort Worth on the production material, a. The pipe manufacturer shall provide certification that samples of the production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shail provide certification that stress regression testing has been perFormed on the specific product. Certification shall include a s#ress life curve per ASTM D2837 and testing shall have been perFormed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fitting� may be rejected fior failure to me�t any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 10/23/08 ASG6 PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddie is secured, a hole shall be drilled in the pipe fhe full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirem�nts of ASTM D1248, Class C, have stainless steet straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrafusion branch saddle� as manufactured by Central Piastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible cou�lings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFV1! Plastics, Inc, or approved equal. Backfill at service connections shall be cement stabiliz�d sand (2 sacks per cubic yard) to a point 12 inches above the service lateral ta trench intersection and shall be in accordance with these specifi�ations. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to hom�s shall not exceed 18 hours. D. PREPARATION: 1. Bypassing Sewage: a, The Contractor shall bypass the sewage around the section or sections of s�wEr to be rehabilitated. The bypass shall be made by plugging existing upsiream manhole and pumping the sewage into a downstream manhole or adjacent system or ather method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle thE flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for cantinuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 2, Line Obstructions: If pre-installation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion ofi the pipe bursting/crushing process, and 10/23/OS AS C-7 PART DA - ADDITIONAL SPECIAL CONDITIONS cannot be removed by conventional sewer cieaning equipment, then an obstruction removal shall be made by the Cantractor, with th� approval of the Engineer. 3, Sags in Sewer Line; ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHAL.L BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Cantractor shall be responsible for bringing the prop�osed sewer pipe to an acceptable grade without a sag. A sag is de�ned as any sewer line segment more than 3 feet in length which ponds water in the abaence of sewage flaw. The contractor shall take the necessary measures to eliminate the sag by the method of: pi�e replacem�nt, digging a sag elim(nation pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other m�asures that shall be acceptable ta the Engineer and the City. a. Identi�cation of Sags: Sags shall be identifled by television inspection in the absence af sewage flow. If available, the Cantractor shall be furnished tel�vision tapes from the City identifying the sag location. Flow shali be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the City for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is availabl�. For pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The City shall specifically review potentia! relocation's and evaluate the constructability, economics and engineering feasibility prio� to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe consfiruction to correct the sag. For pipe bursting m�thads, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection; Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the spe�cifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines", Part D- Special Conditions D-35 and D-38, respectively. E, PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: 10/23/08 i�SC-$ PART DA - ADDITIONAL SPECIAL CONDITIONS a, Insertion or acces$ pits shall be located such that their tatal number shali be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installafiion equipment. c. Equipment used to perform the work shall be lacated away from buildings so as not to create a noise impact. Provide sil�ncers ar other devises to reduce machine noise as needed ta meet requirements. d. The actual pipe enfargement procedure shall commence prior to 11:00 AM in order to afford the contractor ample time to complete al{ related work within the allotfied workday, which is defined as the hours between 7:Q0 AM and 6:00 PM, so as nat to impose on the peace and comfort of persons in the immediafie vicinity. No actual pipebursting work shall be started after 11:00 AM; all actual pipebursting acfiivity shail cease at 6:00 PM. Other activities other than the actual pipebursting may continue after 6;00 PM. 2. Finished Pipe: The installed r�piacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as fareign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physicai damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the canstruction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The ir�vert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test s�ecified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground, Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b, The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and taols per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignm�nt. Ifi shall be the sole responsibility of the Contractor to provide an acceptable butt�fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe $hall be joined on the site in apprapriate working lengfihs n�ar the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one tim� shall be 6001inear feet. � 10/23/08 ASC-9 PART DA - ADDITIONAL SPECIAL CONDITIONS c, For situations wh�re the replacement pipe is not pulled all the way to the manhols or if it is impossible to pull the missle all the way through, the fQllowing shail apply: At the direction of the Engineer, a 12"-18" full cirGle steel clamp shall be utilized to connect segments of the HDPE pipe. 4, New Pipe Installatian: a. Thread winch cable or chain and associated lines through sewer sectian to be rehabilitatetl, Keep lines away from pedestrian and vehicu(ar traffic. b, Existing manholes may be used for launch and receiving access. Remove manhale invert and bottom as required. Pull winch chain through sewsr section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the maahine is flush with the manhole wall. Attach ste�l starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Low�r hydraulic jack into th� manhole and align, Insert new pipe by simuitaneous operation of the jack and winching the cutter and head forward. 5. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire I�ngth of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after Installatian, Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhale wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottam and invert. 6, Field Testing: a. Low Pressure Air Test af Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe bursUcrushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they wil) hold against the t�st pressure without rsquiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflatian of the plug, one for reading the air pressure in the seal�d line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the s�aled line until the internal air pressure reaches 4.0 psig greater than the avera�e back pressure resulting from any graund water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. Th� time required far the internal pressure to decrease fror� 3.5 to 2,5 psig greater than the average back pressure resulting from any ground water that may 10/23/08 ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS be over the pipe, shall not be I�ss than the time shown far a given pipe diameter in the fallowing table: Carrier Pipe Minimum Elaps�d Diameter inches Time minutes 8 4 1Q 5 12 6 15 7 b. Post-Construction Television (nspection of New Pi�e: Refer to Special Conditian for Post-Construction Television Inspection of Sanitary Sewer. F. MEASUREMENT AND PA1fMENT: Pipe lnstallation: Pipe installation wili be m�asured for payment by the linear foot of pipe actualiy insfiailed in the various diameters of sewers measured along the centerline of the sewer from aenterline to centerline of manhales. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnections; Installation of sewer service connectians will �e measured for payment by each actually reconnected to the installed pipe. Payment wiil be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning r�quiring mare than hydraulic jet cleaning shall be perFormed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewag� around the section ar sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc, shall be borne by Cantractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resi�lting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the repfacement pipE by a pressure method will be incidental to pipe installation. I �1_..� 10/23/08 ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-4 FOLD AND FORM PIPE OMITTED DA-5 SLIPLINING OMITTED DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A. GENERAL: 1. Furnish materiais and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shall pravide an open area conforming to th� outside diameter of the casing and/or carrier conduit, The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed ta proper line and grade as shown on the Plans and as established in the Specifications, 3. Work shall be performed in accordance with th� requirements of the City of Fort Worth Water Department, the Texas Department af Transportation, or railroad company, as applicable. B. MATERIALS: 1. Casing Pipe: Casing pipe shall be steei conforming to ANSI B36,10 and the following: a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in, minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements), d. Joints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pip� shall be as shown on drawings and as specified in the General Contract Documents. 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Port�and Cement grout of min. 2000 psi compressive strength at 28 days. Proportianed not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficienfi water added to provide a free flowing thick slurry. C. EXECUTION 10/23/08 ASC-12 PART DA - ADDITIONAL SPECIAL CONDITIONS 1, Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in ather than open cut, canstruction shall be performed in such a manner so as to not interfere with the operation of the raiiroad, street, highway, or other facility, and so as not to weaken or damage any embankment ar structure. During construction o�erations, barricades and lights to safeguard traffic and pedestrians shali be furnished and maintained, until sucM time as the backfill has b�en campleted and then shall be removed from the site. 2 a. If the grade of th� pipe at the end is below the ground surFace, suitable pits or trenches shall be excavated for the purpose of canducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankmenfi or beyond it, such work shall be sheeted securely and braced in a mann�r to pr�vent earth from caving in. b. The location of the pit shall meet the approval of the Engineer, 3, a. The boring shall proceed fram a pit provided for the boring equipment and workmen. The hales are to be bored mechanically, The boring shall be done using a pilot hole. By tt�is method an app�roximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bare from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored, Other methods of maintaining line and grade on the casing may be approved if acceptahle to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required, The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permittEd. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter, 10/23/08 4. Pits and Trenches: c. The pits of trenches backfilled immediat�ly been completed. excavated to facilitafie these operations shall be after thE casing and carrier pipe instaliation has Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place, c. Allowable variation from the lin� and grade shall be as specified under paragraph A.2, All voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: ASC-13 I'� �� PART DA - ADDITIONAL SPECIAL CONDITIONS a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing� and to keep the installed line from resting an the bells. b. All skids shall be treated with a wood preservative. Skids shauld extend for the full length of the pipe with the exception of the hell area and spigot area necessary for assembly unless otherwise specified. c. Th� Contractor shall prevent over-belling the pipe while installing it through the casing, A method of restricting the movem�nt between the assembled bell and spigot where a�plicable shall be provided. d, At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and Gasing shall be fiiled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfili material will not be r�quired uniess specified on the pians and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown an the drawings or as required by the Engineer, 5. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer sewer shail be consiructed of bore and jacked ductil� iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall pravide a casing pipe if necessary to achieve {ine and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cufi. c, Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore ha(e if permitted by the Engineer and in soft soil layer. All voids outside af installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the usE of monolithic sewer would make the use of tunneling more satisfactory than jaaking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railraad/highway officials, a, When tunneling is permitted, the lining of the tunnel shall be of sufficient str�ngth of suppart the overburden. The CQntractor shall submit the praposed liner method ta the Engineer for appraval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas, Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of th� liner method. 10/23/08 ASC-14 PART DA - ADDITIONAL SPECIAL CONDITIONS b. The space between the tunnel liner and the limits of excavation shall be pressure groufied or mud-jacked. c. Access holes fo� placing concrete shall be space afi maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe alang the central axis as installed. The work perFormed and materials furnished as prescribed by this item will be paid for at the Gontract Unit Pric� bid per linear foot for Pipe Installed by Other Than 4pen Cut of the type, size, and class of pipe specified as shawn an plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and in�talling of same, and for aU labor, tools, equipment and incidentals necessary to complete the work, including excavatian, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. Payment shall not include pavement replacement, which if required, shall be paid separately. DA-7 TYPE OF CASING PIPE 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, El-5 and E1-9 in Material Specifications of General Contract Documents and Speciiications for Water Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal-tar profective caating in accordance with the r�quirements of Sec. 2.2 and related sections in AWWA G2Q3. B. Touch-up after field welds shall provide coating equal to those specified abave. C. Minimum thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems, Inc., or an appraved equat shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2, SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavatian, concrete grout, backfill, and incidental work shall be included in fihe unit price bid per foot. 10/23/08 ASC-15 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-8 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR �MITTEQ DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL: 1. Scope: This section govems all wark, _ materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the canstruction drawings, The structures are to be coated, inciuding interio� wall, top and bench surfaces. Protective caating for corrosian protection shall meet the requirements of this Speci�catian (and items DA-14 and DA-15) and the Manufacturers recommendations and specifications. 2. Description: The ContraGtor shall be responsible for the furnishing of all labor, �upervision, materials, equipment, and testing required far the completion of protective coating of structures in accordance with manufacturer's recommendations. 3. Manufacturer's Recommendations; Materials and procedures utilized far the lining pracess shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIAL,S: 1. Scope; This section governs the materials required for completion of protective coating of designated structures. 2. Protective Coating: The pratective coating shall be a praprietary two companent, 100 percent sQlids, rigid palyurethan� system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake �Ilers, is manufactured by Raven Lining systems and designated as Raven 405, 3. Specialty Cement (If required for leveling or �Iling): The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc, or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surFace of the structure shall be a urEthane or epoxy resin system formulat�d for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Standard Long Term Value Tensile Strength ASTM D-6�8 5,000 psi Flexural Stress ASTM D-790 10,Q00 psi �oizsios ASC-16 PART DA - ADDITIONAL SPECIAL CONDITIONS Flexurai Modulus ASTM D-790 550,Q00 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and prot�ctive coating material, which may be toxic under certain conditions shail be in accordance witM the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility af the Contractor to provide appropriate protectiv� measures to ensure that maferials are under cantral at all times and are not available to unauthorized per�onnel or animals, All equipment shail be subject to the approval af the Engineer. Only persannel tharoughly familiar with the handling of the coating material shall pertorm the spray coating o�erations and coating installations. C. EXECUTI�N: 1, General: Protective coating shali not be installed until the structure is complete and in place. 2. Preliminary R�pairs; a. Ail foreign materials shall be removed from the interiar of the structure using high pressure water spray (3500 psi to 40Q0 psi at spray tip), b. Ali unsealed lifting hales, unsealed step hales, and voids larger than approximately one-half (1l2) inch in thickness shall be fil�ed with patching compound as recommended by the material su�plier for this application. c. After all repairs have been completed, remove all loose material. 3. Protective Caating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the strucfiure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the follawing procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Piace covers over the invert ta prevent extraneous matErial from entering the sewers. 3� If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods 10/23/08 ASC-17 � __. PART DA - ADDITIONAL SPECIAL CONDITIONS acceptable to the Engineer. After the walls are coated, th� wooden bench cavers shall be removed. 5) Th� final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjeated to active flow. 6} No applications shall be made ta frozen surFac�s or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes; Testing of rehabilitated manholes for watertightness shall be pertormed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D, MEASUREMENT AND PAYMENT: Payment shaii be based on the Contract Unit Price Bid per vertical foot, measured fram the bottam of the frame to the top of the bench. The Contract Unit Price shall be payment in full far performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if neaessary to stop active infiltratian prior to appiication of the protective coating, shali be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the E,ngineer, shall be paid for separatefy, as specified in Sectian DA-10, MANHOLE REHABILITATION. DA-10 MANHOLE REHABILITATION C�1ul�� DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION OMITTED DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM OMITTED DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM OMITTED DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM A. GENERAL 1. Scope This section governs all work, mat�rials and tssting required for the appiication of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule, Interior manhole coating shall meet the requirements o� this Section or of Section DA-12, DA-13, DA-15, DA-16 or DA-17, �oi2sio8 ASC-18 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. � 4. Description The Gontractor shall t�e r�sponsible for the furnishing of ail labar, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Gontract Documents. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recortimendations. Manholes Manholes to be caated are of brick, block, or concrete construction. All manholes shail have a minimum of one-half (1/2� inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP) �prayed or trawelled on coating over the original interior surface. B. MATERIALS 1. Scope 2. �� 4. 10/23/08 Thi� section governs the materials required for compietion of interior coating of manholes. Infierior Coating The interior coating shail be a proprietary two component, 100 percent solids, rigid palyurethane systsm designated as Spray Wali as manufactured by Sprayraq, Inc. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc, or Reliner MSI� as manufactured by Standard Cement Materials. Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical praperties as follows: Pro ert Tensile Strength F�exural Stress Flexural Modulus Standard ASTM Q-638 ASTM D-790 ASTM D-790 Lona Term Value 5,000 psi 10,000 psi 550,000 psi ASC-19 � . • PART DA - ADDITIONAL SPECIAL CONDITIONS 5, Mixing and Handling Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the �ecommendations of the manufacturer and in such a manner as to minimize hazard to personnel, it is the responsibility of the Contractor to provide apprapriate protective measures to ensure that materials are under control at all times and are not available to unautharized personnel or animals. Ali equipment shall be subject ta the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perForm the spray coating operations and coating installations. C. EXECUTIQN 9. General Manhole coating shall not be instailed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operatian shall be perFormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. The interior coating shail be applied to the manhole from the bottam of the frame to the bench, down to the top of the traugh. b. The interior coating shall be installed in accordance with the manufactu�er's recommendations and the fallowing procedure. 1) The surfiace shall be thoroughly cleaned of all foreign materials and matter, Cleaning shail be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surFace, 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSR) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/traugh with a minimum thickness of 125 mils (0.125 inches), Thickness to be verifiable through the use of inethads acceptable to the Engineer. 10/23/08 i�sC-2� PART DA - ADDITIONAL SPECIAL CONDITIONS 5) Coat trough area wiih specialty cement producfi (Quadex QM-1 s or Reliner MSP). Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are completE in accordan�e with ��ction DA- 21. D. MEA�UREMENT ANQ PAYMENT Payment shall be based on the Contract Unit PriGe per vertical foofi, measured from the bottom Qf the frame to the top of the bench. The Contract Unifi Price shall be payment in full for perForming the work and for furnishing all lab�r, supervision, materiais, equi�ment and materia! t�sting required to complete the work. Grouting, if necessary� ahall be included in the above unit price. Grouting of th� pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM A. GENERAL 1. Scope This section governs all work, materiala and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section f, interior manhole coating shall meet the requirements of this Section, or of Sectian DA-12, DA-13, DA-14, DA-16 or DA-17. 2. Description The Contractor shall be responsib(e for the furnishing of all labor, supervision, materials, �quipment, and te�ting required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utili�ed for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be Goated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) spray�d or trowelled on coating over the original interior surface. J� 10/23/08 ASC-21 PART DA - ADDITIONAL SPECIAL CONDITIONS B. MATERIALS 1, Scope This sectian governs the materials required for completion of int�riar coating af manholes. 2. Interior Goating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cem�nt The specialry cement-based coating material shall be either Quadex QM-1 s as manufactu�ed by Quadex, Inc. ar Reliner MSP as manufaatured by Standard Cement Materials. 4. Materialldenti�cation Contractars will completely identify the types of grout, mortar, sealant, and/ar root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approvai from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling Mixing and handling af interior coating, which may be toxic under certain conditions shall be in accardance with th� recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals, All equipment shall be subject to the appraval of the Engineer. Coatin� shall be performed only by certified applicatars approved by the manufacturers. C. EXECUTION General Manhole caating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacemenUrepairs are complete. 2. Temperatures Normal interior coating operation shall be per�ormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 10/23/08 l4sC-22 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough, b. The interiar coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surFace preparation shall comply with the requirements of Section DA-11, SURFACE RREPARATION FOR MANHOLE RESTORATION, 2) Apply a minimum of one-half (1/2) �inch specialty cement-based product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeablE free water droplets seeping or running water. Material shall b� spray applied per manufacturer's recammendations with a minimum thickness of 125 mils (0.�25 inch). 4) After the walls are coated, the wooden bench cavers shall be removed and the bencf� sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure fiime or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the Epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accardance with Section DA- 21 — VACUUM TESTING OF REHABILITATED MANHOLES, I . _� D. MEASUREMENT AND PAYMENT 10/23/08 ASC-23 PART DA - ADDITIONAL SPECIAL CONDITIONS Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for pertorming the wark and for furnishing all labor, supervision, materials, equipment all testing necessary to comp[ete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shail be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM OMITTED DA-18 RIGID FIBERGLASS MANHOLE LINERS OMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED DA-20 PRESSURE GROUTING OMITTED DA-21 VACUUM TESTING OF REHABILITATED MANHOLES OMITTED DA-22 FIBERGLASS MANHOLES OMITTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER OMITTED DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS OMITTED DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE 10/23/08 ASC-24 PART DA - ADDITIONAL SPECIAL CONDITIONS � OMITTED DA-27 GRADED CRUSHED STONES OMITTED DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE OMITTED DA-29 BUTT JOINTS - MILLED OMITTED DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicabie provisions of Standard SpecifiGations, Item Nos. 312 "Hot-Mix Asphaltic Conerete", 300 "Asphalts, Oils and Emulsions", 304 "Prime Coat", and 313 "Central Plant Re�yciing-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows; The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitabie in the opinion of the Engineer. The contractor shall fumish batch design of the proposed hot mix asphaftic concrete for City approval 48 hours prior to placing the H.M.A.C, overlay. The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C, complete and in place, shali be full compensation for all labor, materials, equipment, tools, and incidentals necessary to compiete the work. DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTED DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) 10/23/08 ASC-25 PART DA - ADDITIONAL SPECIAL CONDITIONS OMI7TED DA-36 RAISED PAVEMENT MARKERS aMITTED DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ��L�drt�� DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL OMlTTED DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC �_� � C� GENERAL; 1, General Canditions, Supplemental Conditions, appiicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NGTCOG) Standard Specifications, are hereby made a part of this section. 2. This item shall govern for the installation of rock riprap af the various sizes shown on the plans. DESIGN CRITERIA: 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms, If the channel bottom is not stable, the design shall incorporate other requirements needed to �tabilize the revetment toe. 2, The channel side slope shall be as shown on the drawings. � 3. Engineering �Iter fabric material shall be placed underneath the �iprap. 4. Riprap shall extend up the bank to an elevatian where vegetation will provide adequate pratection. See cross sections. PRODUCT: 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structu�e. It shall be free from cracks, seams and other defects that would fiend to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: 2A�� Riprap Sieve Size ,�Sauare Mesh) 24 inch 18 inch Percent Passina 100 so-so 10/23/08 ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS I '.__l � 10/23/08 12 inch 6 inch Sieve Size (Sauar� Mesh) 18" 18 inch Riprap 12 inch 6 inch 3 inch 45-55 0-20 Percent Passina 100 6�-85 15-45 Q-15 2, RIRRAP WEIGHT: Weight of rock shall be one hundred fifty �ve pounds per solid cubic faat (min.) calculafed from the bulk specific gravity (saturated surface dry). 3. FILTER FABRIC BLANK�T: Approved Manufacturer: 4, RIPRAP GRQUTING • Supac - Heavy Grade 8NR (UV) • Trevira 011/280 • Amoca 4553 • or Equal Heavy Grade a. FINE AGGREGATE: Fine aggregate for grouting mix shail consist of natural sand, manufactured sand, or a combination of natural and manufactured sands. The grading and uniformity of the fine aggregate shall conform to thE following requirements as delivered to the mixers: Sisve Designation, U.S. Standard Sauare Mesh 3/8 in. (9.5 mm) No. 4 (4.75 mm) No, 8 (2.36 mm) No, 16 (1.18 mm) No, 30 (600 um) No. 50 (300 um) No. 1p0 (150 um) EXECUTION: 1. CONSTRUCTION: Permissible Limits Percent bv Weiqht, Passing 100 95 -10Q 80 - 95 55 - 75 30 - 60 12-30 2-10 a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be pla�ed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE); The geotExtile shall be placed in the manner and at the locations shown on the drawings. At the time of ASC-27 PART DA - ADDITIONAL SPECIAL CONDITIONS installation, the geotextile shall be rejected if it has defects, rips, hales, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smaoth condition free of obstructions, depressians, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc, must be �raded out af the surFace before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the �enterline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases, The strips shall be placed to provid� a minimum width af 24-inches of averlap for each joint. Temporary pinning of the textile ta help hoid it in place until the rock riprap is placed. The temporary pins shail be remaved as the riprap is placed to relieve high tensile stress which may occur during placement of material on the geotextila. The specified placement procedure requires that the iength of the geotextile be greater than fihe actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience, The geatextile shall be protected at all times during construction from contamination by surface runoff and any geQtextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotexti(e damaged during its installation or during placement of riprap shall be replaced. by the Contractor at na cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a laye� of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextil� shall be protected from damage prior ta and during the placement of rock �iprap. Before placement of gabian units, the Contractor shail demonstrate that the placement technique will prevent damage to the geotextile, In no case shall any type of equipment be ailowed on the unprotected geotextile. 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric bianket in such a manner as to produce a reasonably well graded mass o� rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent af these specifications is ta require placement of riprap to the thickness shown and to allow isalated stones to extEnd as much as six inches above grade, Riprap shall be placed to its fuli course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their �nal position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionabie packets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or ather sourc�, by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stanes, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement ta 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE 10/23/08 ASC-28 PART DA - ADDITIONAL SPECIAL CONDITIONS AGGREGATE. The grout shall be mix�d in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a periad af one (1) hour after mixing. Retempering of graund wili not be permitted. Riprap shall not be grauted when the ambient temperature is below 35 degree F. ar above 95 degrees F, unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected ta freezing temperatures before finat set has occurred. F�rior ta grouting, all surfaces of riprap shail be wetted. The riprap shall be grouted in successive longitudinal strips, a�proximately 10 feet in width, commencing at the lowe�t strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in na case will grout be permitted to flow on the riprapped surFace a distance in excess of 10 feet. immediately after dumping the batch af grout, it shall be distributed over the surface of the strip by the use af brooms and the grout worked into place befinreen stones with suitable spades, trowels, or vibrating equipment. As a final operatian, the grout shail be removed from the top surfaces of the upper stones and from pockets and depressions in the surFace of the stone protEction. After completion of any strip as spe�ified, no workman or any laad shall be permitted on the grauted surface far a period of at least 24 haurs. Th� grouted surface shall be protected from rain, flowing water, and mechanical injury. The surFace of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. E. M�ASUREMENT AND PAYMENT 1, FILTER FABRIC: Filter fabric will be measured by the square yard for material used including that required at toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit price p�r square yard which includEs all plant, labor, material, and all installation costs in-place, complete, 2, STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be mad� at the confract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place, complete, 3, GROUT: Grout for rock riprap will be measured by the square yard using actual plan dimensions. Payment for grout will be made at the cantract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. DA-40 CONCRETE RIPRAP OMITTED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS OMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITTED 10/23/08 � ASC-29 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-43 UNCLASSIFIED STREET EXCAVATION OMITTED DA-44 6" PERFORATED PIPE SUBDRAIN OMITTED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS C�1�iltiY� DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION UMITTED DA-47 PAVEMENT REPAIR IN PARKING AREA The unit price bid under apprapriate BID ITEM(S) of the Proposal shali cover all cosfi for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement. Ali required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with crushed limestone base material, compacted and level with the flnished adjacent surFace, This finished grade shall be maintained in a serviceable condition until the paving has been replaced. DA-48 EASEMENTS AND PERMITS Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and permanent, that have nat been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the easement description and permit requirements, as cantained herein, along with any special condltions that may have been imposed on these easements and permits. Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shali be cleaned up after use and restored to their original conditions or better. In the event additional wor�C room or access is requi�ed by the Contractor, it shall be the Contractor's responsibility to obtafn written permission from the property owners invoived for the use of additional property required. No additional payment will be allowed for this item. DA-49 HIGHWAY REQUIREMENTS OMITTED 10/23/08 ASC-30 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E(1a00 psi) concrete and for sewer line encasements shail conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Cantract Documents. Requirements for such encasement are speaified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as forming, piacing, and finishing including all labor, tools, equipmenfi and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connections betwe�n proposed and existing facilities, shall consist of a wat�rtight seal. Concrete used in the connection shall be Class A(3000 psi) concrete and meet the requirements ofi Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placemenfi, a gasket, RAM-Nek or approved equai shall be instalied around penetrating pipe. Paymenfi for such work as and material necessary to apprapriate pipe 81D ITEM. connecting to existing faciliti�s including all labor, tools, equipment, complete the work shall be included in the linear foot price ofi th� DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION OMITTER DA-53 OPEN FIRE LINE INSTALLATIONS OMITTED DA-54 WATER SAMPLE STATION OMITTED DA-55 CURB ON CONCRETE PAVEMENT Standard Specification Item 502 shall apply except as h�rein modified. INTEGRAL CURB: Integral curb shall be canstructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab, SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days, The quantity of mixing water shall not exceed seven (7) U,S, gallons per sack (94 Ibs,) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement cantent of �ve (5) sacks of cement per cubic yard of concrete is required. 10/23/08 AS C-31 �._� PART DA - ADDITIONAL SPECIAL CONDITIONS PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be in compiiance with Public Works Department standard requirement Item 5Q2. DA-56 SHOP DRAWINGS 1, Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be r�quired by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contraator and identified as the Engineer may require. Such review by the Engineer shall include checking for general canformanae with the design concept of the project and general compliance with infarmation given in the General Contract Documents. Indicated actions by the Engineer, whicM may result from his review, shall not constitute cancurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described b�low, and fuMher shall not relieve the Contractor of responsibility fQ� errors or omissians in the submitted data. Processed shop drawing submitta(s are not change orders. The purpase of submittals by the Contractar is ta demonstrat� that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which �quipm�nt and materials he intends to furnish and install, and by detailing the fabricatian and installation methods he intends to use. If deviatians, discrepancies or conflicts between submittais and the design drawings and/or specifications are discover�d, either prior to or after submittals are processed, the design drawings and specifications shall govern, The Contractor shali be responsible for dimensions which are to be confirmed and correlated at the job sit�, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory perfarmance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and speci�cations and dimensions suitabl� for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal, Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in baund form. 2, Shap drawings shall be submitted for the following items prior to installation: All items submitted as "approved equal" Welded Steel Casing Casing Spacers Additional shop drawing requirements are described in some of the material specifications. 3. Address for Submittals - The submittals shall be addressed to the Project Manager: Rakesh Chaubey, P.E. City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN In order to establish a basis upon which partial payments to th� Contractor may be authorized, immediately after execution of the contract the Contractor shall furnish a detailed cost breakdawn of his contract pric� arranged and itemized to meet the approval of the Engineer. 10/23/08 ASC-32 PART DA - ADDITIONAL SPECIAL CONDITIONS '` i DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY OMITTED DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP OMITTED DA-60 ASPHALT DRIVEWAY REPAIR At locatians where H.M.A.G. driveways are encount�red, such driveways Shall be completely replaced for the full extent of utility cut with H.M.A.C, equal to or better than the existing driveway. DA-61 TOP SOIL Where directed by the Engineer, top soil shall be appiied in accordance with the City of Fort Worth Transportation and Public Works Department's Standard Speci�cations for Street and Storm Drain Construction, item 116, except as follows: All labor, equipment, tools and incidentals shall be included in the square yard bid price fo� the top soii. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT OMITTED DA-63 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There iS no limit to which a bid item can be increased or decreased. Contractor shall nat be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. DA-64 WORK IN HIGHWAY RIGHT OF WAY OMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required for use as a flexible base material shall confocm to Specification Item No. 208 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transpartation and Public Works Department. DA-66 OPTION TO RENEW OMITTED 10/23/08 ASC-33 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-67 NON-EXCLUSIVE CONTRACT ��1�ilYiL�7 DA-68 CONCRETE VALLEY GUTTER •u ■ ! DA-69 TRAFFIC BUTTONS OMITTED DA-70 PAVEMENT STRIPING OMITTED DA-71 H.M.A.C. TESTING PROCEDURES OMITTED DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general speciflcations ar revfsions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX OMITTED DA-74 RESILIENT-SEATED GATE VALVES OMITTED DA-75 EMERGENCY SITUATtON, JOB MOVE-IN OMITTED DA-76 1'/z" & 2" COPPER SERVICES OMITTED. DA-77 SCOPE OF WORK (UTIL. CUT) OMITTED DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) OMITTED 10/23/08 ASC-34 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-79 CONTRACT TIME (UTIL. CUT) OMITTED DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) OMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) OMITTED DA-82 LIQUIDATED DAMAGES (UTIL. CUT) � i OMITTEQ � DA-83 PAVING REPAIR EDGES (UTIL. CUT) � � OMITTED ' DA-84 TRENCH BACKFILL (UTIL. CUT) . OMITTEQ DA-85 CLEAN-UP (UTIL. CUT) OMITTED DA-86 PROPERTY ACCESS (UTIL. CUT) OMtTTEQ DA-87 SUBMISSION OF BIDS (UTIL. CUT) OMITTED DA-88 STANDARD BASE REPAIR FOR UNIT I(UTIL. CUT) �MITTED � DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) QMITTED DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) _ OMITTED �oi2sioa ASC-35 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) OMITTED DA-92 MAINTENANCE BOND (UTIL. CUT) OMITTED DA-93 BRICK PAVEMENT (UTIL. CUT) OMITTED DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) OMITTED DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) OMITTED DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUTj OMITTED DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) OMITTED DA-98 UTILITY ADJUSTMENT (UTIL. CUT) OMITTED DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUTj OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) OMITTED DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITTED DA-102 PAYMENT (UTIL. CUT) OMITTED DA-103 DEHOLES (MISC. EXT.) �oizsios ASC-36 PART DA - ADDITIONAL SPECIAL CONDITIONS OMITTED DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMITTED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) OM(TTED DA-106 BID QUANTITIES (MISC. EXT.) OMITTED DA-107 LIFE OF CONTRACT (MISC. EXT.) OMITTED DA-108 FLOWABLE FILL (MISC. EXT.) OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) OMITTED DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) � OMITTED � DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) OMITTED lDA-112 MOVE IN CHARGES (MISC. REPL.) OMITTEQ ` DA-113 PROJECT SIGNS (MISC. REPL.) I, OMITTED i DA-114 LIQUIDATED DAMAGES (MISC. REPL.) � OMITTED i DA-115 TRENCH SAFE7Y SYSTEM DESIGN (MISC. REPL.) � OMITTED I. 10/23/08 ASC-37 � �_� 5.5 - Part E - Specifications � ,°�,��.a:,��:-;y:.��': .. '�' �FQRrQb:�... WATER DEPARTMENT : SECTION E SPECIFICATIONS JANUARY 1, 1978 All materials, construction methods and procedures used in this project shall conform to Sections El, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material speci�ication(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections El, E2 aud E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are �led and kept in the of�ce of the City Secretary of the City of Fort Worth as aii official record of the City of Fort Worth. 1NDEX El MATERIAL SPECI�ICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of Apri120, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Procter density and correct P.I. values as follows:) c. Additional backfill requirements when approved for use in streets: 1. Type B Backfill - (c) Maximum plastic index (PI) shall be 8 2 . Type C Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by wetting (b) Material, meeting requirement and having a PI of 9 or more shall be considered for use only with mechanical compaction E2-2.11Trench Backfill: (Correct minimum compaction requirement wherever it appears, in this section to 95% Procter density except for paragraph a.l. where the "95% modified Procter - density" shall remain unchanged). 5.6 - Wage Rates M&C 5.7 - Compliance with and Enforcement of Prevailing Wage Rates Compliance with and Enforcement of Prevailing Wa e�Laws (a) Du� to pav Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined b� the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. (c) Complaints of Violations and Cit�Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31S` day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor lias violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial detertnination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbih•ation. The decision and award of the arbit��ator is final and binding on all parties and may be enforced in any court of competent jurisdiction. 5.8 - Standard Details REFER TO AN-009 .� ;•: .. ,� �'�; MANHOLE FRAME, COVE GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. O X I Q � � 2 COATS OF BITUMASTIC COATING JOIN7S RECOATED AFTER SECTIONS PUT TOGETHER � A N � :?Jti:; �� Ul�l Y+tit: �i.v�� ;.�'{�.' :; t ", �•'w �; . ti`:�� APPLY INTERIOR ''•�•,� CORRO ION : "i.'. � '•`'��'. PROTE TION AS �"��•'' REQUIR D. •�' � ASTM C-76, CLASS III ; �.; t�;' RCP PRECAST MANHOLE -•�, SECTIONS OR EQUAL �''� •' . � �. ';,.';. (REF. E2-14) �,;:: ,;`; "�.•,•. - - •�� R . `�• �' �"r. �ir 4, :'i .i., �: � ,' ;�: �' w. TRENCH WIDTH ,; CONC. CRADLE :•�� TO EXTEND TO '"• PIPE BELL 0-RING GASKETS �:; � JOINTS (7YP.) 'j�' � �� }) �� I ��':�C+ �r C -� VARIES WITH PIPE DIA. A SECTION A-A GROUT :: ,:,,; � . �'�,^•` . �,e—�;--,-�s-•--- "•'; • .r.,. ;•Y �, ii{'• •,-�'�J �y�;i�:;.t :•';rF,:':'�;� '•�iy - ,.'.i. L. ' Z •[. p�Y� ' ' ::�1:• l i. �� L � c �i�, �.Ct' "1 : ' ',1.�:.t�> ��.t.• v k�; ' G :,��• �.1`.�..�.'•. r.i••`; �4��,t�t•t�• � :��''...S..l. •; •! ..• �,. � •t •� . i : �y� ••• — _ •4r:' •,.�t'••t'•`"'i?:i��'!�':�:i �:.t�� • ;��:�.�i, t�: _, �•i y,�;r,,,�' • � —.! ��:�+1'r??.�.�� y� r� '' .. . • r . .. : t �•:: :'t:. '�� •� :. : . y; � ,.',• �. ' :.:`�:4 c1�. ..�.,.,. � ;t;:i ° ' 't: " j�: - ' '�ti,; � :` ; ,,: � , • . �. •'�R •,� :� .: • •' ;.'t. ;l :!c?• p • o � .�'i:�.! .�.�i,'r.• i•: •�'' �. . ��:�. :'+j': i:'`;�'.'X. .(. °�' 00 �_ �•.� . � .:t • :�.'. '. USE 4000 PSI. CONCRETE ~ � 1O 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE E1-14 MATERIAL 24�� TO 36" DIA, E2-14 CONSTRUCTION �,ORT WORT,i� CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER MANHOL.E .4 '.t.i. 4�• � ,�,.,, � .*j}'M y.,Y�,''�.is,.''•'�Y,'•I��^ •�,4'`� '. •'Y.e:��' j:f;��°.: �t' :S,Y,�t•��.%�.R�S�..r+ ' j; r�`. �:• ��' t�'^. �:�}��',u.: i.' SECTION B-B DATE: FEB. 2009 SAN-003 FINISH GRADE 15" BELOW FINISH RIM - ELEVATION FOR STREET RECONSTRUCTION "� N � 48„ APPLY 2 COATS OF BITUMASTIC COATING. � I � `�////////////% . .. \ ► � � � '� � I -• • �i�� MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. ��,.; .ti. ,.. ,. ,•. , :,,;:lt ` ,; . o ,`� i .i�' .: � c:::' ;•'• ;��s�..:�`. :,�-• -�i-' •• ' r� �• i �:•�•.0 • _ — �� . Y . . �'d p'.1�'.i" �� i. t� ,�t„'�_ �� • • •�� .• r• .. .. �l!'?i� . ... . ....�. 4'-0" SECTION A-A ; �� ;' '. `, ti � •. . :;.� .; � �. i FLAT SLAB TOP MIN. 6'� THICK, DESIGNED TO MEET OR EXCEED H-20 LOADING MONO�ITHIC CONCRETE (4,000 PSI) OR ASTM C478 PRECAST MANHOLE SECTIONS. 0-RING GASKET � JOINT (TYP.) •'Y: �. \� _ 4�,' ,? � ,•ry, �t! T ,;; .� � '"' •.� ' ;, � : �:. iv�f� '.�. ' •w'r. i ��'.•� �> ••. � ;.��. 't�••� •.t.i • :A � • . PRECAST JOINT DETAIL 48'� R. G. PLAN E1-12 MATERIAL E2-12 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS SHALLOW MANHOLE DATE: FEB. 2009 SAN-004 MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH '�SEWER° CAST IN LID. USE SDR-26 PIPE TO FIRST JOIN.T BEHIND LIMIT OF EXCAVATION CONCRETE COLLAR � fd- � � � �r �1''_2�� z � (V � � � w 0 w J m Q � a > .:�r. ,.J ,s,` .:� 2�--� SDR-26 TEE �- INSTALI. NUTS AWAY � FROM M.H. WALL ON w M.J. FITTING W COR-TEN BO�TS � � 4'-0" O w J Q IF REQUIRED, PROVIDE � STUB EXTENSION AT END j OF P.E. IN M,H. WALL SLOPE 1 "/1' TYP. -� ' I _ 30" CLEAR�� OPENING APPLY INTERIOR CORROSION PROTECTION AS �REQUIRED. 3' �IMITS OF - EXCAVATION :�: ' ; j . .. � APPLY 2 COATS OF BITUMASTIC COATING CONCRETE - SEE STANDARD 4' DIA. M.H. D�TAIL SAN-003 VERTICAL TO .t•:,. I I JO�P' �%a POINT OF PIPE �: • .,:� .. ,;f ; .:,{: .; t:: �: �;, , ., ;: �_: : :,:, ' ;.. . ',; ..,:.�:"., . � :o•: �~'� ~%: '�.v, �:•'; ;',•: ,:l.i:..:�,. , ; ',,`;,',; : �,` , : � �; � .�; •.�, � GROUTED INVERT-� USE 4000 PSI CONCRETE O 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE 24" TO 36" DIA. E1-14 MATERIAL E2-14 CONSTRUCTION ORT WORT„�I CtTY OF �ORT WORTH, TEXAS STANDAIRD 4' DIAMETER DROP ACCESS MANHOLE DATE: FEB. 2009 SAN-005 NOTES: A. STANDARD PIPE FITTINGS SHALL BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN F'OSSIBLE, WITH INSTALLATION AS FOLLOWS: 1. PIPE FITTING. 2. POUR MANHOLE FLOOR TO SPRING LINE OF FITTING. 3. BREAK OUT TOP OF FITTING TO SPRING LINE. 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICA� INVERT WALL UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED, 5. STEEL TROWEL FINISH INVERT OF MANHOLE. B. WHEN SPECIAL SITUATIONS PROHIBIT USE OF STANDARD PIPE FITTINGS AS ABOVE OUTLINED, THE INVERT SHALL BE FORMED OF CONCRETE AND STEEL TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CHARACTERISTICS TO THOSE AFFORD�D BY THE ABOVE INSTALLATION. INVERTS THUS FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. PLAN VIEW 0 CONCRETE SIAB E1-14 MATERIAL E2-14 CONSTRUCTION oRTWo�T� SECTION A-A O HIHEN PIPE SIZES DIFFER, � MATCH TNE Plf'E CROWNS. CITY OF FORT WORTH, TEXAS (�A7E: FEB. 2009 JUNCTION MANHOLE BOTTOM SAN-006 NOTES: A. STANDARD PIPE FITTINGS SHALL 8E USED TO FORM INVERTS OF JUNCTION MANNOLES WFiEN POSSIBLE, WITH INSTALLATION AS fOLLOWS; 1. PIPE FITTiNG. 2. POUR MANHOLE F100R TO SPRING IINE OF FITTING. 3. BREAK OUT TOP OF FIT7ING TO SPRING LINE. 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WALL UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED. 5. STEEL TROWEL FINISH INVER7 OF MANNOLE. g, WIiEN SPECIAI SITUATIONS PROHI8IT USE OF STANDARD PIPE FITTiNGS AS ABOVE OU111NED, THE INVERT SHAL� BE FORMED OF CONCRETE ANO STEEL TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CHARACTERISTICS TO THOSE AFFORDED BY THE A80VE INStALIATION. INVERTS THUS FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. WATE SEAL APPI :► l � CONCRETE 5LAB �1�► ' CONCREfE SLAE E1-14 MATERIAL E2-14 CONSTRUCTION ORT WORT MATCH FLOWLINE OF � SERVICE TO CROWN OF LATERAL/MAIN DATE: NOV. 2010 SAN-006A SECTION B-B C1TY OF FORT WORTH, TEXAS 4" AND 6" SERVICE CONNECTION MANHOLE BOTTOM i c < c � i i w W � a m w °- w W Lj J ! j Q Q Q Q � � � � Q � � CASING S (REFER T� PRODUCT PERIMETER OF THE BORE DIP CARRIER PIF TYPICAL END VIEW NOTE: 1. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 2. IF COMPRES510N TYPE JOINT IS NOT AVAILABLE, M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PUL�ING PIPE INTO PLACE. E1-15 MATERIAL E2-15 CONSTRUCTION ��.-��,.�,- ,.�,,,,r .� .,��ED "'2ESSURE GROUT AROUND CASING �D CARRIER PIPE. GROUT SHALL : PROPORTIONED AS 1 CU. FT. ' CEMENT, 3,5 CU. FT, OF CL.EAN VE SAND WITH SUFFICIENT WATER )DED TO PROVIDE A FREE .OWING THICK SLURRY. CASING PIPE SEWER LINES SHALL BE SECURED BY CASING SPACERS AS MANUFACTUR�D BY CASCADE WATERWORKS MANUFACTURING CO., ADVANCE PRODUCTS & SYSTEMS, OR APPROVED EQUAL. ORT WORT CITY OF FORT WORTH, TEXAS BORED CROSSING DETAIL nATE: FEB. 2009 SAN-008 TYPICAL BORED SECTION �ONGITUDINAL VIEW TYPICAL BORE WITH PIPE INSTALLED LONGI7UDINAL VIEW COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA � FOR UNPAVED AREA , 5'-0° i MANHOLE FRAME AND • 32" DIA. DUCTILE IRON COVER, (REFER TO STD. PRODUCT LIST) A 4000 PSI CONCRETE 8—#4 REBARS TYP •y: ♦ ..3' .�, Si i.' �•" 1. • �' .�j • yI� ��. .� ..��:. •;'�.:,,••...•••, . -�:�.::�. :;. ;.� �,�•�;•�: ',: �.w:-�.:''-e.�e'�.: Ip'. �'.�.�� ;,:�. .;�� :,� ..�.:;;y:,,•: �� . ��l� ��h'� .` •�•'�' .t.� .y• ,ti.J� `M '.�'.•. �ft,•'�v..,. f. . �.'.• i „ •• �:.' � .:� ':; ...: •: • .•�'� :'.; �} � ;�/, : �/ i — � \ '�• �'`�: 'f f�. ':' ."��j%'l:•.-'�•/ � '..'T�;(ir�,. � r �.`�:/;� � � :° _ ��:. �: :. �;�'l:. \ ��=':�,1•` :::-; '�-�:� := � —�— ;-;:;�:; ;:,�.s,ti; � ; �,�... ; .�y"�!� \ / �":t'�•�� ; � �r��.�;. � \ �� / � . •;;'5,�� .; �:r . �.. - � �� ,; ; . � � ,,.- � ";. f •/i` JJ` `•� . ,� ,'�.,,:...i. �•a:%s�:rt� •; . '��u• �r�';_'�� t �'.7.:'::;.:.'�.,'r:.�•t'•':••••' , ..,.�.�;r '��','��• . •�.".j��:~ . {�i �,.•�� ''{'� t.l� � •'•�` ��! ,' : i�r�" T` t � ' � �, . ••�•� `te,� .t� .•� ' •�,,��`' iS.1�...y `•�'•••R �4••.� �� a •' �.�.• •'\' .. it •. ' . s .. • . s. . M N'. 32„ IMIN. �� I � ::::::.: � .. ... .... , � � .............. . .......... . . . . ...................... �•.�. • ..,..: �� PVMT.:?:::�:-:�:�::::: ��. . w :?�'':� •.!: • �'r L!4:.I,.4!� s . �. r' . �P� , '� !•i':�7 . ''; �t,.•y ..' . • '�,`f�':1 • '�..�.. �2:2�� .r+,k:. ,��.::' �r��. •+YC _.. . _ . .N'1•: � r: '• 2" x 8'� x 30" I. D. — CONCRETE PRECAST GRADE RINGS PER ASTM C478. ;`:. �I� � � � ; :��•4 � _`30" C�EAR� ,,,^;�' � OPENING 2 ROWS OF RAM—NEK SEAL w/STAGGERED JOINTS OR— ��'.'•:�• APPROVED EQUAL. :4.::' � ... SECTION A—A 1O REBAR SHA�L BE PLACED 3" O WHERE MANHOLES ARE IN MIN. FROM TOP AND BOTTOM THE STREET, INSTA�L 2 OR OF CONCRETE COLLAR. MORE GRADE RINGS, AS NEEDED, BETWEEN CASTING AND TOP OF PAVEMENT. .s� �.��" + •}: 3: .�; )�,r w� _•«; �,~� . .� '•.r,:� ., \•' ��• 3" TYP. A 0 � �— 3/4' CHAMFER (TYP.) � z GROUND cp � . —� � � � �� ( �— O L CONCRETE COLLAR HEIGHT VARIES � O HINGED LIDS ARE REQUIRED ON AL� ELEVATED MANNOLES, JUNCTION BOXES AND WHERE SPECIFIED ON PLANS. (REFER TO STD. PRODUCTS LIST) O LOCKS TO BE INSTALLED ON O HINGED LIDS INSTALLED IN A�L MANHOLE LIDS BELOW E1-14, E1-20, E1-21 MATERIAL STREETS SHA�� OPEN THE 100—YEAR FLOOD ELEV. E2-14, E2-20, E2-21 CONSTRUCTION AGAINST THE FLOW OF AND WHERE SPECIFIED ON TRAFFIC. PLANS. URT�ORTI�' CITY OF FORT WORTH, TEXAS MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR DATE: OCT. 2009 .� ��• )WELS SPACED EVENLY SECTION B-B NOTE: DROP TROUGH WILL BE POURED MONOLITHICALLY WITH CAST IN PLACE BENCH, OR DOWELED AND GROUTED TO PRECAST BENCH, SECTION A-A ORT WORT„„�I CITY OF FORT WORTH, TEXAS HYDRAULIC SLIDE DATE: FEB. 2009 SAN-010 A� PLAN VIEW W W U> W � d �W �� WZ 1-O � W-�J fnW =O rtn Z��NOW �a ZtM l�M m �O� W JY ( �jNWZ)- NN VQ �'� W�J(nSm ?-�' �� d(nQ (�Z U' � Q� �tf') (n Zm� �NFa-Q�� Z� �m W a�� WmW Q� Q �W Q � �� Nz J WQ�L pk=-�J�W W� �WQ I- woa �W�m��V �W w>- � 3�N wmZWNw� oc° wm � N�I z�am�� a� �w Q WN� ZQ��W�Z pQ ZtnX W �Zv�i �v�i�UovJi�� Nvzi UQ� J Ci �- t�l M d� � } Q 3 � � Q n. 0 � � i a o � w � z 3a o N a �v� � - p�O Z - �-a� � oo- ��a o * (n U C� �r I � �� z c�.> �� w�az�w�o y, UQ 3��W11�� 3i-Q-W� � _ o ��3i--Y �� W <rc� �>a�Q��o w � �o �m��5 Ma �o °' cn � z c=.� � Q pQp � �� J � Q J � � �,..•.., .. 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C �'i�'��i•�A • Y . '�,�� .i y:s'Y.�k:i� 3: .•n•,n. N . i. � � ' �.�: �'j'� ' " y�{' � �` f ''� � '� � ' � � � �•`• � �'• �` t: %�„+ '.?., �,s i .`}'` ��i';i:� �'�; � i;�� ., „.. �•.YiY�Y }�Y .i � • ��; i .l .:.n �� ;:j f;y^ 3`+•'j '.� :' '�' '4:�. =�. . . a:f:l,'': ,� �. „; :�' ' :� . 1,.,. •ti. 'r::�';t. .; +�: .j:' ; 7;,�•..°i,s •�:. � ... . Q - W e F- � Lil ; Z Z J U � W�aZ�d�3� � } OQ 3d�� 3tQ-w(� � UJ Z� �3 F- �� 1 i W �� aoQ��.'�a i i � �o ca.�m��S ioa �o a N �_ � � Q O Z � U m �t J Q C� Q J�> c!i M �� J� W.-. w mOW J � O y X W N 0. � U z Q W a J��F'w ., ...., .. c S o �c,ZWN N LiJ -� a�," OZ�tn3 io •��,'•'•� � W�� o� Zax�w C9 � z Q � a �r ��1�(�� 3 L O WN �` U � W IZ J , �� W I a 0 � d � � r � � � � ' � I i --F I � � I N � p Z N � � �h O Q k- �- a Q � Z N O �— o Q ~ v � .a � O � � � � LL . Z � _ o � i— a ? � o'm � � v� Q � � o �� a � o� � � o C Z J� 0 N � c m O �� O +�+ � L+- O � * o v3 * � � J O m � N �� ' � in S V Q O � a � a a �o � I"' Z Q w � U U � ��\\ m \ � � U W � ~ W � � Z Q w � � �UQ ��,. Z 1..L O N �I � CO Z 0 � � � � Q z U _. z 0 � r � FINISH GRADE ��i��i,�il��l�! 15' �MIN. STACK . CLEANOUT PER _ DETAI� SAN-011 2" MIN. GRADE FOR 4" SERVICE *. '� ;.;�Y`•• : :�•�•. '?.; 5.�:,:;:• -r`" :� .t;•i.:�.Z:tg�: . 1.�•0`.~�•�•�.•i.t'�.,n��'�.'. �Jiwn.:•�• �;, � : �r '.t ;,; •:�:. ;�,'�.t^ri's �.i.• '��, ,1, iz �� ,� �W ��W �I� ¢ w FINISH GRADE '°'j'';:, ;' ; a" Yi,;' ;;ry .:::;,,i:�,.�:; ;;i. ";y=�{`• Y;;';; FLOW ELEVATION TO `'�. � °'t'��""� '' �' _ `___� BE DETERMINED BY ''.:;�� ;:�:: '.,. • �;,..: : � —�ENGINEER '''� ., �� .r,, ��::�:;,. !.t�,,•,,::t?�; — — ---- '�'. . . , i `�. `n., .::'. ' f ..�_ � � .4�.• �i. ':�i�..�� ... ��`"��'`�l EXIST. SERVICE LINE ��::�A,••�;; 6" MIN, AT BOTTOM ONLY ��.4;� �''� 45' BEND :, ��, �. �.�; ,;;,,. TYPE "C" OR "B" BACKFI�L r• ...; �—�� i i: �'r:Y I I I— a�• `�'�, — `.,,,�,p,�, _ NEW SANITARY SEWER �INE I I I II � I WITH STANDARD EMBEDMENT PER DETAIL WTR-030 ��— - I-III NOTE: ' III III= TEE AND STACK TO BE COMPATIBLE TO MAIN �INE MATERIAL OR AS DIRECTED BY ENGINEER. SECTION A-A ;.� �:y t'a � �'. y:�: ::�: .t��: �:� ( �i' %p' �� .;",!',ji% � I .t•'•• �+ r , ,:� � � :. :;t*: ;� � "' j.:�j' � I'r '''''•.''; ;'�;�.t.:: � I I.i.':�:' ;� ; � 1:? I I: .; ,:.`•.: s ;r; :.�%� I i ,:','�'��° � t � { �„ .,:ti • {,.::,;;,•. :�... >i ;�;: �y::;,;;:.,;�.i:•:, +i'I'1.l: � �.y1��a,;,�;. �.��.''Yi:..}.+1; :sA j! •1 I � _ . �.'t:;``:�.,i '�s: ';�'�.�^:�:1.:•;, i:'i:: t`�"�•t�' .t� '{. ��^�.;•tl�'•' �i{ , �. I • ��:;,• ,s,..t� �. i:• i .;' .+.i.:'>'..I :�. '''�.r �.�.'i? =�:�;^ 't, � �ry � � {�iT' •h4:� .L` � i � I Y/:w� � t• �.�.,� t+.'. ( I ,t� ,,i�!i. � � � w Z � J O�� W �'W IY �n A J �„ORT WORT CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 CHIMNEY SERVICE SAN-012 f' '1 COMPAC CLAY Of 200' MIN. SPACING PER ;T WORTH �NCE. � SOIL 4'ORT PAVEME TOP S01 TR�NCH WIDTH TYPICAL SECTION ORT�ORTI� CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 � CLAY DAM SAN-019 EXISTING SURFACE E1-7 MATERIAL E2-7 CONSTRUCTION �,ORT WORT BACKFILL AS APPROPRIATE II'I'II ' >.�.. ,:;,ri«. +s�5•+r��'�+•,','� '�r.4, ��'I �• `�•�•. �:�: .�j. , i �,�, •�., .':�. .,'tY : ,.�• M: r ��; �. � 'T, ;=r � . i . �.. ..; ;'t.' `,t; �t•:+'•'. !•i .•.: � ' I I�� • ` ;' � • :: • . I�.. y f � i�� 1•� .. \ �.�: . : :. ; _ .. 2. ;.'', t:�. �.. ^' .. . � �•'.y, =1 I 4 �t4� :��;': ;�,:� :��:�� '�,` � '`�;�; I I Iil \`�.. ' I��~�'• '. .4� ( �f � (( �� i �;t:•�:,;' Y' Q� •''•t', f'.�; _� � ( :' ' '•';� Q\ .; `,•''�.' I I � �'::. ri":. y O �• v' :�, I I I II I t��''�'��L �° ,t, ., .' • I I I I �� ,� ::: :,�; :: �1R� ''+. C , 1�•,�,•• � K•!, 3• ti•� i'• ,' , ( I I I 1 I ( I ( I •' •f•i ��:5 � . .' �'i1.i' : `.. 4 `'; .'' • �...1,�. I ':r�,• "�'�. ; .° . : --. . IIIII +�'�� '�- ':. ...;�u:.• :*.::. ,'.'_II ::: �.�„f::.i.: ; ';z;l,'�' ''.::::;.: ,.r.�: ,=i,.. r:;::•�;,'.�.:; II=t'�v;I.�.S'..'i.S..,:l:'...•,�!'..'•r.... t.��. . '.�.'sj� "— O ' ' O O C O 6" MIN. DIMENSION. 6" MAX. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. O 6" MIN. DIMENSION. MAX. FOR PAY PURPOSES SHALL BE 6" ON MAINS 24" AND SMAL�ER, 9" ON MAINS 30" AND LARGER WHEN BID PER CUBIC YARD. O 4" MIN. DIMENSION. 4�� MAX. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. U4 CLASS �E� (1500 PSI) CONCRETE. CITY OF FORT WORTH, TEXAS CONCRETE ENCASEMENT DATE: FEB. 2009 SAN-020 6— Contracts, Bonds and Insurance NOTICE The blank spaces in the Certificate of Insurance; Performance, payment, and Maintenance Bonds; and Contract are not to be filled in by the Bidder at the time of submitting his proposal. These forms are included herein to familiarize the Bidder with such forms which the successful Bidder will be required to execute. _ _. __.:_ 6.1 - Certificate of Insurance 6.2 - Contractor Compliance with Worker's Compensation Law CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Project No. 01462 CONATSER CONSTRUCTION TX, LP By: NamE'': Jerry Conatser, President of — Conatser Management Group, Inc. G.P. Title: Date: STATE OF TEXAS § § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personaliy appeared J�evr c.�. e r_,_,_,, known to me to be the person whose name is subscribed to the foregding ins ument, and acknowledged to me that he executed the same as the act and deed of ',�r�.-�cer r��v�u.c�-��„ 1�4 t--i for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this 1(D� ay of G-%' , 20 ( a. . �(, l-�il/ �--� Notary Public in and for the State of Texas ,,,�� ,,,, �+ ��1�,H.YP�I�� VIMKI l. OLSON ='°' ;�^"__ Not�ry PubllC, State of Texas � ` My Commissian Expires :;�' ��s '��.',EOF�`��` Novemb�r 12, 2013 „�� Rev 4-15-10 6.4 - Performance Bond i r i 00 6l 13 - 1 PERFORMANCE BOND Page 1 of 2 Bond No: 022041479 1 2 3 4 5 6 7 SECTION 00 61 13 PERFORMANCE BOND THE STAT� OF TEXAS COUNTY OF TARRANT § § KNOW ALL BY THESE PRESENTS: § 8 That we, Conatser Construction TX, LP, known as "Principal" herein and 9 Liberty Mutual Insurance Companv , a corporate surety(sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 11 are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant 12 to the laws of TeYas, known as "City" herein, in the penal sum of, One Million Nine Hundred 13 and Forty-Three Thousand Three Hundred and Twenty Ei�ht Dollars Dollars and Seventy 14 Five Cents ($ 1,943,328.75 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, TeYas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the day of , 20 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as �, 23 Sanitary Sewer Rehabilitation Contract LIII (53), City Project No. 01462 24 25 26 27 28 29 � � 32 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, TeYas or the United States District Court for the Norther•n District of TeYas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTSJ Revised July 1, 2011 Saraitary Seiver RehabUilution Conti•nct LIII (53f Ciry Project No. 01 d62 II 1 1 r 2 3 � 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 00 61 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Te:cas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of � , 20 . ATTEST: (Principal) Secretary PRINCIPAL: Conatser Construction TX, LP BY: ignature Jerry Conatser, President of Conatser Management Group, Inc. Name and Title Address: P. O. Bo� 15448 Fort Worth, TX 76119 � Witness as to Principal SURETY: Libert M�itual Insurance Con a BY: ignature Glenna S. Davis, Attorne�-in-Fact Name and Title Address: 175 Berkele. S� Boston, MA 02117 Witness as to urety Carolyn Maples Telephone Number: 972.233.9588 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. C[TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSJ Revised July 1, 2011 Sanitary Seioer Rehabilrtation Conh•act L!!/ (53J Crry Project No. Ol d62 �� f� 00 61 14 - 1 PAYMENTBOND Page I of 2 1 2 3 4 5 6 THE STATE OF TEXAS SECTION 00 61 14 PAYMENT BOND Bond No: 022041479 7 8 9 10 11 12 13 14 15 COUNTY OF TARRANT § § KNOW ALL BY THESE PRESENTS: § That we, Conatser Construction TX, LP known as "Principal" herein, and Liber Mutual Insurance Company a corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of TeYas, known as "City" herein_in the penal sum of One Million Nine Hundred and Fortv-Three Thousand Three Hundred and Twenty-Ei�ht & 75/100 Dollars ($ 1,943,328.75 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, iirmly by these presents: 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 17 �day of , 20 , which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 19 labor and other accessories as defined by law, in the prosecution of the Work as.provided for in 20 said Contract and designated as Sanitary Sewer Rehabilitation, Contract LIII (53). 21 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 22 Principal shall pay all rnonies owing to any (and all) payment bond beneficiary (as defned in 23 Chapter 2253 of the TeYas Government Code, as amended) in the prosecution of the Work under 24 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 25 force and effect. 26 This bond is made and eYecuted in compliance with the provisions of Chapter 2253 of the 27 TeYas Government Code, as amended, and all liabilities on this bond shall be determined in 28 accordance with the provisions of said statute. ►�.`� CITY OF FORT WORTH Sanitary Sewec Rehab Contract LIII STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS City Project No. 01462 Revised July 1, 201 I 00 61 14 - 2 PAYMENTBOND Page 2 of 2 I� 1 2 3 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 6 7 8 9 10 11 12 this instrument by duly authorized agents and officers on this the day of , 20 ATTEST: (Principal) Secretary C Witness as to Principal ATTEST: (Surety) Secretary Witness as to trety Carolyn Maples PRINCIPAL: Conatser Construction TX LP BY: ature Jerry Conatser, President of Conatser Management Group, Inc., GP Name and Title Address: P. O. BoY 15448 Fort Worth, TX 76119 SURETY: Libertv Mutual Insurance Company , BY: ign� re Glenna S. Davis, Attorney-in-Fact Name and Title Address: 175 Berkelev Street Boston. Ma 02113 Telephone Number: 972.233.9588 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION Sanitary Se�ver Rehab Contract L[II City Project No. 01462 CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS Revised July 1, 2011 I r� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 00 61 19 - 1 MAINTENANCE BOND Page 1 of 3 Bond No: 022041479 SECTION 00 61 19 MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT . KNOW ALL BY THESE PRESENTS: That we Conatser Construction TX, LP known as "Principal" herein and Liberty Mutual Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal carporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum of One Million Nine Hundred and Forty-Three Thousand Three Hundred and Twenty Eight Dollars and Seventv Five Cents ($ 1,943,328.75 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, TeYas, for payment of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, eYecutors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded the day of , 20 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting fi•om a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract and designated as Sanitary Sewer Rehabilitation Contract LII�53�t�roject No. 01462 and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice fi•om the City of the need therefore at any time within the Maintenance Period. CITY OF FORT WORTH Sunitary Seii�er Rehab Conlract LII/ (53JJ STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Ciry Project No. 01 d62J Revised July 1, 201 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 � 20 00 61 19 - 2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of TeYas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July i, 2011 Sanitary Setiver Relaab Co��h•act LIl1(53JJ Ciry Project No. 01 d62J 00 61 19 - 3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and ofiicers on this the day of 3 , 20�. 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 ATTEST: PRINCIPAL: Conatser Construction TX, LP BY� �!( ignature erry Conatser, President of Conatser Management Group Inc., GP Name and Title (Principal) Secretary � Witness as to Principal Address: P. O. BoY 15448 Fort Worth, TX 76119 SURETY: Liberty Mutual Insurance Company BY• ignature ATTEST: (Surety) Secretary Glenna S. Davis Attorney-in-Fact Name and Title Address: 175 Berkelev Street Boston, MA 02117 Witness as t Surety Telephone Number; 972.233.9588 Carolyn Maples *Note: If signed by an officer of the Surety Company, there must be on file a certified eYtract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Sanrtary Sewer Rehub Contract LI/1(53)J Crry Projec� No. 01462J THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 4952779 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint GREG A. WILKERSON, GLENNA S. DAVIS, CATHY VINSON, CAROLYN MAPLES, JOHN R. WILSON, ALL OF THE CITY OF FORT WORTH, STATE OF TEXAS ............................................... , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding ONE HUNDRED MILLION AND 00/100""„"""""'""'""""*"""""*'"""•'*"*„'*'•,"'•""""""+ DOLLARS ($ 100,000,000.00"'""'"„*"""+"""***' ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: Y N c� � +3 �c i L � � .r � L � v � ,� �� J � d � _� i� , � dj O r � , L � w � d �� r �c : ci I� � ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. � Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the 'a chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, y execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys- � in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if y � signed by the president and attested by the secretary. .a By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant toArticle XIII, Section 5 of the By-Laws, David M. Carey, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this day of 27th day of October , 2011 LIBERTY MUTUAL INSURANCE COMPANY By � � � David M. Carey, Assistant Secretary COMMONWEALTH OF PENNSYLVANIA ss COUNTY OFMONTGOMERY On this 27�h day of October 2011 , before me, a Notary Public, personally came David M. Carev, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. +r � IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year zv first above written. �. �� + r •�;, , �; ; � � ��/J�� /G'.��'.�� ryc �;.�� I Plymo i n T -s., �ni � �mei in:'! _ ��,�.� ".��"— . , . .. .. ._ , . . �. , �r7 . , , By Teresa Pastella, Notary Public CERTIFICATE I, the undersigned, Assistant Secretary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on Yhe date of this certificate; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. � C � O ci y �' W � C � L � Q Q M O� Nc � � O � �. � � Q � 0 �� O C � r a� � 3 '� a� >� yo � w� � N y� M � �o H � IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this day of ; ; �� ,"' Greg ryo W Davenport, Assistant Secretary .-. Lxb�r�v �utual �. . . - TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin; TX 78714-9104 Fax: (512) 475-1771 Web: http://vvww.tdi.�tat�.i�.us E-mail: Can�umprProtect�bn(.�tr�i.st�te.�c.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. if you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: � This notice is for information only and does not become a part or condition of the �attached document. LMIC-3500 Page 1 of 2 Rev. 7.1.07 6.7 City of Fort Worth Contract CITY OF FORT WORTH TEXAS CONTR.ACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This Contract made and entered into this the 18th day of September A.D., 2012, by and between the CITY OF FORT WORTH, a home-rule municipal corporation situated in Tarrant County, Denton, Parker, and Wise Counties, Texas, by an through its duly authorized Assistant City Manager, ("Owner"), and Conatser Construction TX, LP, ("Contractor"). Owner and Contractor may be referred to herein individually as a"Party" or collectively as the "Parties." WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Water and Sanitary Sewer Rehabilitation Contract LIII (53) 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. � The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4 The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and fnish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 270 Calendar days. If the Contractor should fail to complete the work as set forth in the Plans and Speciiications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $420 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Speciiications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indetnnify, hold harmless and defend, at its own expense, the Owner, its ofiicers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniurv, dama,�e or death is caused, in whole or in part, by the neQli�ence or alle�ed negli�ence of Owner, its offcers, servants, or entployees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or noi any such iniury or dama�e is caused in whole or in part bv the ne�liQence or alle�ed ne�li�ence of Owner, its officef�s, servants or emplovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to iinal payment, iinal payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractar agrees, upon the execution of this Contract, and before beginning work, to make, execute and deliver to City of Fort Worth the following bonds in the name of the City of Fort Worth in a sum equal to the amount of the Contract. All bonds furnish hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the Owner. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the Contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the Contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the Contract conditioned on the faithful performance of the work in accordance with the Plans, Speciiications, and Contract Documents. Said bond shall solely be for the protection of the Owner. D, A Two-year Maintenance Bond in the Name of the Owner is required for all projects to insure the prompt, full and faithful performance of the general guarantee contained in the Contract Documents. Q Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a, shall be One Million Nine Hundred Forty-three Thousand Three Hundred Twenty-eight and '75/100.. ..Dollars, ($1,943,328.75). � It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classiiied, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 4 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 4 counterparts with its corporate seal attached. � I' Done in Fort Worth, Texas, this the 18th day of SeUtember , A.D., 2012. �� APP.R�VAL RECOMMENDED: � ��1 1,��" " DIRECTOR, WATER ATTEST: Conatser Construction TX, LP PO Box 15448 Fort Worth, TX 76119 CONTRACTOR � � BY: % ' �/ Jerry Conatser, President of , Conatser Management Group, Inc. G.P. TITLE P.O. Box 15448 Fort Worth, TX 76119 :��:- -� I l_� November 1960 Revised May 1986 Revised September 1992 CITY OF FORT WORTH FERNANDO COSTA, ASST CITY MANAGER � (S E A L) APPROVED AS TO FORM AND LEGALITY: ►��-c c - �� o -��-� � 1 � � /�z �.: �� l � -�� r�-� ASST. CITY ATTORNEY .�r �o�� -��G �1C __ _- - �i � � )�FI�IAL R�� r;pT� S�CREiARI( �, ; �� t��.TH, TX ;_..- APPENDIX TWDB REQUIREMENTS � � :� � �` ' 1 1 ' i l. I Texas Water Development Board Supplemental Contract Conditions and Instructions For Projects Funded through the Clean Water and Drinking Water State Revolving Fund Loan Programs CWSRF and DWSRF eplaces ED-004�e CWSRF Forms - TWDB-0101 - 12/29/2011 51 Table of Contents Alicabiu .................................................................................................................................3 �P,:; �t3' • Applica�ibn of Conditions ............................................................................................................ 3 Mot�ifications to Proyisions ................................................:......................................................... 3 GoodBusiness Pxacti�es .................................................................:.. .... ............................... 4 Othe�r Requireme�Ys y:...........� .............................................:.::.......:......:..............:.......:.::: ........... 4 Adverhsetnents'�o�r Bids .....:.�..� ..........:......................................................................................... 4 BidPxi��iosal ..... ... ...::...:........�. .� .:.,.,..�....<.......,.�,........................................................................ 5 Bidding Pracess: ... ;,..:. ...� .:............... ..�...... ............::................................................................... 6 Instr'uction� to Bi+d'der Conilitions . ...... ....... .....:................................................................. 7 AGED BUSINESS ENTERPRI$E GOAT,�S:. ' :.:., ,:,::.. ..7 1. DI3AbVANT , . .. ...... ... ...:..,... 2. CONTII�TGENT_AW�D qF CO�TTRACT .;: ... .. ,� :7 ....., ... . ,..,. ....... 3. E�UAL EMPLO'�'�!TENT OPPORTtTNITY AND AFFIRIVIATIVE ACTION ....:. ......: ,..:, ...:......:,7 4, bEBt1RMEN'i' AND 5USPEN3,ION C�RT'IFICATION . .,: ., .7 5. BID GUARANTEE . .9 ...... ... .. .. . ..... ... ........ . ... . , ... 6. ' AWARD OF CONTRACT`TO NONRESII)ENT BIDDER .......:: ...... . .: .. ......:. . . ....:: ........: ....:......10 Construction Contract — Supplemental Conditions ................................................................. l l l. SUPERSES5ION ............................................................................................................................................11 2. PRIVITY OF CONTRA.CT ............................................................................................................................11 3. DEFINITIONS ................................................................................................................................................11 4. LAWS TO BE OBSERVED ...........................................................................................................................11 5. REVIEW BY OWNER, and TWDB ...............................................................................................................11 6. PERFORMANCE AND PAYMENT BQNDS ...............................................................................................11 7. PROGRESS PAYMENTS AND PAYMENT SCHEDULE ..........................................................................12 8. WORKMAN'S COMP�NSATION INSURANC� COVERAGE .....:........:...................................................14 9, CHANGES ......................................................................................................................................................14 10. PREVAILING WAGE RATES ............:......:..................................................................................................16 Mandatory Davis-Bacon Act Contract Conditions ..................................................................................................19 MONTHLY DAVIS BACON ACT CERTIFICATE of COMPLIANCE ...............................................................27 Additional Forms for Davis-Bacon ........................................ ..,..................,......,.....,..................,.........,............28 ...... STATEMENT OF COMPLIANCE CERTIFICATION BY CONTRACTOR FOR SRF ......................................29 DOLPayroll form WH-347 ........................................:............................................................................................:30 DOLLabor Standards Interview SF-1445 ...............................................................................................................32 DavisBacon Poster, WH-1321 ................:...............................................................................................................33 11. CONTRACT WORK HOURS REQUIRMENTS ...........................................................................................34 12. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION .............................................35 13. llEBARMENT AND SUSPENSION .................................:...........................................................................37 14. DISADVANI'AG�D BUSINESS ENTERPRISE5 ........................................................................................37 15. ARCHEOLOGICAL DISCOVERIES AND CULTURAL RESOURCES ....................................................38 16. ENDANGERED SPECIES .............................................................................................................................39 17. HAZARDOUS MATERIALS ........................................................................................................................39 18. PROJECT SIGN .............................................................................................................................................39 19. OPERATION AND MAINTENANCE MANUALS AND TRAINING ........................................................39 20. AS-BUILT DIMENSIONS AND DRAWINGS .............................................................................................40 Additional Forms :....................................................................................................................... 41 CONTRACTOR'S RESOLUTION ON AUTHORIZED REPRESENTATIV� .................. 43 BIDDER'S CERTIFICATIONS ................................................................................................44 VENDOR COMPLIANCE WITH RECIPROCITY ON NON-RESTDENT BIDDERS ..... 45 Many of the TWDB forms noted in this instruction document may be accessed through the TWDB website link, http://www.twdb.state.tx.us/financial/instructions/ TWDB-0550 Revised 12/9/2011 Page 2 CWSRF Forms - TWDB-0101 - 12/29/2011 52 Applicability These Supplemental Contract Conditions contain provisions that are worded to comply with certain statutes and regulations which specifically relate to the Clean Water State Revolving Fund (CWSRF) and Drinking Water State Revolving Fund (DWSRF) projects receiving fun:ds made available by the Federal capitalization grants. Provisions which are applicable to the project's funding source or dollar value of the contract are so noted within with these provisions. Construction projects which have Colonia Wastewater Treatment Assistance Program (CWTAP) funding do not use these conditions but instead use the EPA Supplemental Conditions and TWDB Special Conditions TWDB-0553 (formerly ED-004C). Construction projects which are financed by CWSRF Tier II (projects receiving state funds) instead use TWDB Supplemental Conditions TWDB-0551 (formerly ED-004F). Projects with State Loan funding use Supplemental Conditions TWDB-0552 (formerly ED-004G). Optional provisions that are good business practices are available in ED-004H. Application of Conditions The conditions and forms listed under the section, Instructions to Bidder Conditions, are to be included in the instructions to bidders for construction services. The provisions listed under the section, Construction Contract — Supplemental Conditions, should be included with the other general and special conditions that are typically included in the construction contract documents by the design engineer. Modifications to Provisions The Applicant may need to modify parts of these provisions to better fit the other provisions of the construction contract. The Applicant and the consulting engineer should carefully study these provisions before incorporating them into the construction contract documents. In particular, Water Districts and other types of districts should be aware of statutes relating to their creation and operation which may affect the application of these conditions. The Owner (Sub-Recipient) is to deterrnine and incorporate the affirmative action goals for the project into supplemental Condition No. 12. Condition No. 15, Archeological Discoveries and Cultural Resources, and Condition No. 16, Endangered Species, may be superseded or modified by project specific conditions established during the application process. These documents may confer certain duties and responsibilities on the consulting engineer that are beyond, or short of, what the Applicant intends to delegate. The Applicant should ensure that the contractual agreement with the engineer provides for the appropriate services. Otherwise the Applicant should revise the wording in these special conditions to agree with actually delegated functions. TWDB-0550 Revised 12/9/2011 Page 3 CWSRF Forms - TWDB-0101 -12/29/2011 53 Good Business Practices There are other contract provisions that the Owner and Designer need to include as a matter of good business practice. It is recommended that provisions addressing the following matters be included in the construction contract. Contract Provisions that satisfy these are available from TWDB upon request. • Specifying the time frame for accomplishing the construction of the project, and the consequences of riot completing on time, including liquidation damages. • Specifying the type and dollar value of and documentation of insurance the contractor is to carry. At a minimurn, the contractor should carry liability and builder's risk insurance. • Identifying the responsibility of the contractor - Responsibility and warranty of work. • Price reduction for defective pricing of negotiated costs. • Differing site conditions - Notice and claims regarding site conditions differing from indicated conditions. • Covenants against contingent fees - Prohibit contingent fees for securing business. • Gratuities - Prohibitions against offering and accepting gratuities. • Audit and access records. • Suspension of work - Conditions under which owner may suspend work. • Termination - Conditions under which owner rnay terminate. • Remedies - How disputes will be remedied. Other Requirements There may be other local government requirements and applicable Federal and State statutes and regulations which are not included by these conditions. It is the Loan/Grant Owner's (Sub- Recipient's) responsibility to ensure that the project and all contract provisions are consistent with the relevant statutes and regulations. Advertisements for Bids The official advertisement for bids that is published in newspapers should include certain information such as but not limited to the following: • A clear description of what is being procured. • How to obtain plans and specifications, P&S, and necessary forms and information. • The date and time by which bids are to be received (deadline). • The address where bids are to be provided. • This contract is contingent upon release of funds from the Texas Water Development Board (TWDB). • Any contract or contracts awarded iuider this Invitation for Bid (IFB) or Request for Qualifications (RFQ) are expected to be funded in part by financial assistance from the TWDB. Neither the State of Texas nor any of its deparhnents, agencies, or employees are or will be a party to this IFB, RFQ, or any resulting contract. TWDB-0550 Revised 12/9/2011 Page 4 CWSRF Forms - TWDB-0101 - 12/29/2011 54 This contract is subject to the Environmental Protection Agency's (EPA) "fair share policy", which includes EPA-approved "fair share goals" for Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) firms in the Construction, Supplies, Equipment, and Services procurement categories. EPA's policy requires that applicants and prime contractors make a good faith effort to award a fair share of contracts, subcontracts, and procurements to Minority Business Enterprise and Women-Owned Business Enterprise firms. Although EPA's policy does not mandate that the fair share goals be achieved, it does require applicants and prime contractors to demonstrate use of the six affirmative steps. The current fair share goals for the State of Texas are as follows: Equal Opportunity in Employment - All qualified Applicants will receive consideration for employment without regard to race, color, national origin, sex, religion, age, or handicap. The contractor shall carry out applicable requirements of 40 CFR Part 33 in the award and administration of contracts awarded under TWDB financial assistance agreements. Failure by the contractor ta carry out these requirements is a material breach, which may result in the termination of the awarded financial assistance. Right to reject any and all bids. . All laborers and mechanics working on the work site and employed by contractors and subcontractors on projects funded directly by or assisted in whole or in part by and through the Clean Water State Revolving Fund or Drinking Water State Revolving Fund shall by paid wages as described in the section, Mandatory Davis-Bacon Act Contract Conditions. Any contracts in excess of $2,000 for construction, alteration or repair (including painting and decorating and funded under the Clean Water State Revolving Fund and Drinking Water State Revolving Fund programs shall include the Mandatory Davis-Bacon Act Contract Conditions. Bid Proposal The Bid proposal form should account for the following: . If a lump sum bid, account for Property Consumed in Contracts to Improve Real Property, Tax Code 151.056. • Distinguish Eligible and Ineligible items. • Accommodate Trench Safety requirements with separate per unit pay item for trench excavation safety protection Health and Safety Code Chapter 756. • Include space for Contractor to acknowledge receipt of each Addendum issued during the bidding process. TWD�-0550 Revised 12/9/2011 Page 5 CWSRF Forms - TWDB-0101 -12/29/2011 55 Bidding Process The Plans and Specifications should include an explanation of how the bids will be processed and should include the following components: • Whether a Pre-bid Conference will be held, whether it is optional or mandatory, and where and when it will be held. . • Specify the criteria and process for determining responsiveness and responsibility of the bidder • Specify the method of determining the successful bidder and award (i.e., award to the lowest responding, responsible bidder, accounting fox any multiple parts to bids.) • Allow for withd�awal of a bid due to a material mistake. • Identify the time frame that the bids may be held by the Owner before awarding a contract. (i.e., typically for 60 or 90 days.) • Acknowledge right of the Owner to reject any and all bids. All proposed modifications to these conditions should be brought to the attention of and discussed with the appropriate TWDB area engineer. The TWDB engineer can also answer any questions regarding these conditions. The questions and proposed modifications can be sent to the following address: Texas Water Development Board Construction Assistance P. O. Box 13231 Austin, Texas 78711-3231 (512) 463-7853 FAX (512) 475-2086 TWDB-0550 Revised 12/9/2011 Page 6 CWSRF Forms - TWDB-0101 - 12/29/2011 56 Instruc�ions to Bidder Conditions 1. DISADVANTAGED BUSINESS ENTERPRISE GOALS The Texas Water Development Board's (TWDB) Clean Water and Drinking Water State Revolving Fund programs receive federal funds from the U. S. Environmental Protection Agency (EPA). As a condition of federal grant awards, EPA regulations require that loan recipients make a"good faith effort" to award a fair share of work to DBE's who are Minority Business Enterprises (MBE's), and Women-owned Business Enterprises (WBE's) whenever procuring construction, supplies, services and equipment. More information on Disadvantaged Business Enterprise requirements (DBE) is available under section 14. DISADVANTAGED BUSINESS ENTERPRISES. The current fair share goals for the State of Texas are as follows: CATEGORY MBE WBE CONSTRUCTION 34.8% 6.7% SUPPLIES 9.7% 5.2% EQUIPMENT 7.2%. 4.1 % SERVICES 16.1% 21.3% 2. CONTINGENT AWARD OF CONTRACT This contract is contingent upon release of funds from the Water Development Board. Any contract(s) awarded under this Invitation for Bids is/are expected to be funded in part by a loan or grant from the Texas Water Development Board and a grant from the United States Environmental Protection Agency, U.S. EPA. Neither the State of Texas, the U.S. �PA, nor any of its departments, agencies, or employees, are or will be a party to this Invitation for Bids or any resulting contract. 3. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION All qualified applicants will receive consideration for employment without regard to race, color, religion, sex (including pregnancy), national origin, age (40 or older), disability or genetic information. Bidders on this work will be required to comply with the Department of Labor regulations 41 CFR Part 60-2 Affirmative Action Programs which include the President's Executive Order No. 11246 as amended by Executive Order 11375. 4. DEBARMENT AND SUSPENSION CERTIFICATION This contract is subject to the provisions the Federal Debarment and Suspension requirements of 2CFR Part 1532.220 and 1532.332. Instructions for Certification 4.1 By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below. 4.2 The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in TWDB-0550 Revised 12/9/2011 Page 7 CWSRF Forms - TWDB-0101 - 12/29/2011 57 addition to other remedies available to the Federal Government the deparhnent or agency with which this txansaction originated may pursue ' available remedies, including suspension and/or debarment. 4.3 The prospective lower tier participant shall provide irnmediate writte� notice to the person to whom this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 4.4 The terms covered transacrion, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. 4.5 The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 4$ CFR part 9, subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. 4.6 The prospective lower tier participant fizrther agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lawer tier covered transactions and in all solicitations for lower tier covered transactions. 4.7 A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarmeni under 48 CFR part 9, subpart 9.4, debarred, suspended, ineligible, or voluritarily excluded from covered transactions, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the List of Parties Excluded from Federal Procurement and Non-procurement Programs. 4.8 Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. 4.9 Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier Covered Transactions. TWDB-0550 Revised 12/9/2011 Page 8 CWSRF Forms - TWDB-0101 - 12/29/2011 58 (1) The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal deparhnent or agency. (2) Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an. ; explanation to this proposal. 5. BID GUARANTEE Each bidder shall furnish a bid guarantee equivalent to five percent of the bid price. (Water Code 17.183). If a bid bond is provided, the contractor shall utilize a surety company which is authorized to do business in Texas in accordance with Art. 7.19-1. Bond of Surety Company; Chapter 7 of the Insurance Code. TWDB-0550 Revised 12/9/2011 Page 9 CWSRF Forms - TWDB-0101 - 12/29/2011 59 6. AWARD OF CONTRA.CT TO NpNRESIDENT BIDDER A governmental entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. A non-resident bidder is a contractbr whose corporate offices or principal place of business is outside of the state of Texas, (SouT'Ce: Texas Government Code Chapter 2252 Subchapter A Nonresident Bidders, (§ 2252.002.) The bidder will complete form WRD-259 which must be submitted with the bid. Forms to be submitted with Bid: • Bidder's Certifications (WRD-255) regarding Equal Employment Opportunity and Non- Segregated Facilities • Prime Contractor Affirmative Steps Certification and Goals (WRD-217) • Vendor Compliance with Non-Resident Bidder Requirements (WRD-259) • Certification Regarding Debarment, Suspension and Other Responsibility Matters, SRF- 404 TWDB-0550 Revised 12/9/2011 Page 10 CWSRF Forms - TWDB-0101 - 12/29/2011 60 Construction Contract — Supplemental Conditions 1. SUPERSESSION The Owner and the contractor agree that the TWDB Supplemental Conditions apply to that work eligible for Texas Water Development Board assistance to be performed under this contract and these clauses supersede any conflicting provisions of this contract. 2. PRIVITY OF CONTRACT Funding for this project is expected to be provided in part by the Texas Water Development Board. Neither the State of Texas, nor any of its departments, agencies or employees is; or will be, a party to this contract or any lower tier contract. This contract is subject to applicable provisions 31 TAC Chapter 363 in effect on the date of the assistance award for this project. 3. DEFINITIONS (a) The term Owner means the local entity contracting for the construction services. (b) The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to perform the functions of such Administrator, or the authorized representative thereof. 4. LAWS TO BE OBSERVED In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State, and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, Texas Water Development Board, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. 5. R.EVIEW BY OWNER, and TWDB (a) The Owner, authorized representatives and agents of the Owner, and TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employrnent conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the State of Texas to any action �or damages. 6. PERFORMANCE AND PAYMENT BONDS Each contractor awarded a construction contract furnish performance and payment bonds: TWDB-0550 Revised 12/9/2011 Page 11 CWSRF Forms - TWDB-0101 - 12/29/2011 61 (a) The performance bond shall include without limitation guarantees that work done under the contract will be completed and: performed according to approved plans and specifications and in accordance with sound construction principles and practices; and (b) The performance and payment bonds shall be in a penal sum of not less than 100 percent of the contract price and remain in effect for one year beyond the date of approval by the engineer of the political subdivision. (c) The contractor shall utilize a surety company which is authorized to do business in Texas in accordance with Art. 7.19-1. Bond of Surety Company; Chapter 7 of the Insurance Code. 7. PROGRESS PAYMENTS AND PAYMENT SCHEDULE (a) The Contractor shall subrnit for approval immediately after execution of the Agreement, a carefully prepared Progress Schedule, showing the proposed dates of starting and completing each of the various sections of the work, the anticipated monthly payments to become due the Contractor, and the accumulated percent of progress each month. (b) The following paragraph applies only to contracts awarded on a lump surn contract price: COST BREAKDOWN - The Contractor shall submit to the Owner a detailed breakdown of his estimated cost of all work to be accomplished under the contract, so arranged and itemized as to meet the approval of the Owner or funding agencies. This breakdown shall be submitted promptly after execution of the agreement and before any payment is made to the Contractor for the work performed under the Contract. After approval by the Owner the unit prices established in the breakdown shall be used in estimating the amount of partial payments to be made to the Contractor. (c) Progress Payments (1) The Contractor shall prepare his requisition for progress payment as of the last day of the payment month and submit it, with the required number of copies, to the Engineer for his review. Except as provided in Paragraph (3) of this subsection, the amount of the payment due the Contractor shall be determined by adding to the total value of work completed to date, the value of materials properly stored on the site and deducting (1) five percent (5%) minimum of the total amount, as a retainage and (2) the amount of all previous payments. The totial value of work completed to date shall be based on the actual or estimated quantities of work completed and on the unit prices contained in the agreement (or cost breakdown approved pursuant to section 6.b relating to lump sum bids) and adjusted by approved change orders. The value of materials properly stored on the site shall be based upon the estimated quantities of such materials and the invoice prices. Copies of all invoices shall be available for inspection by the Engineer. (2) The Contractor shall be responsible for the care and protection of all materials and work upon which payments have been made until final acceptance of such work and materials by the Owner. Such payments shall not constitute a waiver of the right of the Owner to require tlie fulfillment of all terms of the Contract and the TWDB-0550 Revised 12/9/2011 Page 12 CWSRF Forms - TWDB-0101 - 12/29/2011 62 delivery of all improvements embraced in this Contract complete and satisfactory to the Owner in all details. (3) This clause applies to contracts when the Owner is a Municipal Utility District, or Water Control and Improvement District. The retainage shall be ten percent minimum of the amount otherwise due until at least fifty percent of the work has been campleted. After the project is fifty percent completed, the District may reduce the retainage from ten percent to no less than five percent. (4) The five percent (5%) minimum retainage of the progress payments due to the Contractor may not be reduced until the building of the project is substantially complete and a reduction in the retainage has been authorized by the TWDB. (5) The following clause applies only to contracts where the total price at the time of execution is $400,000 or greater and the retainage is greater than 5% and the Owner is not legally exempted from the condition (i.e. certain types of water districts). (6) The Owner shall deposit the retainage in an interest-bearing account, and the interest earned on such retainage funds shall be paid to the Contractor after completion oithe contract and final acceptance of the project by the Owner. (d) Withholding Payments. The Owner may withhold from any payment otherwise due the Contractor so much as may be necessary to protect the Owner and if so elects may also withhold any amounts due from the Contractor to any subcontractors or material dealers, for work performed or material furnished by them. The foregoing provisions shall be construed solely for the benefit of the Owner and will not require the Owner to dete�nine or adjust any claims or disputes between the Contractor and his subcontractors or Material dealers, or to withhold any moneys for their protection unless the Owner elects to do so. The failure or refusal of the Owner to withhold any moneys from the Contractor shall in no way impair the obligations of any surety or sureties under any bond or bonds furnished under this Contract. (e) Payments Subject to Submission of Certificates. Each payment to the Contractor by the Owner shall be made subject to submission by the Contractor of all written certifications required of him and his subcontractors by Section 3 hereof (relating to labor standards) and other general and special conditions elsewhere in this contract. (� Final Payment. (1) Upon satisfactory completion of the work performed under this contract, as a condition before final payment under this contract or as a termination settlement under this contract the contractor shall execute and deliver to the Owner a release of all claims against the Owner arising under, or by virtue of, this contract, except claims which are specifically exempted by the contractor to be set forth therein. Unless otherwise provided in this contract, by State law or otherwise expressly agreed to by the parties to this contract, final payment under this contract or settlement upon TWDB•0550 Revised 12/9/2011 Page 13 CWSRF Forms - TWDB-0101 - 12/29/2011 63 termination of this contract shall not constitute a waiver of the Owner's claims against the contractor or his sureties under this contract or applicable performance and payment bonds. (2) After final inspection and acceptance by the Owner of all work under the Contract, the Contractor shall prepare his requisition for iinal payrnent which shall be based upon the carefully measured or computed quantity of each item of work at the applicable unit prices stipulated in the Agreement or cost breakdown (if lump sum), as adjusted by approved change orders. The total amount of the final payment due the Contractor under this contract shall be the amount computed as described above less all previous payments. (3) The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. (4) Withholding of any amount due the Owner, under general and/or special conditions regarding "Liquidated Damages," shall be deducted from the final payment due the Contractor. 8. WORKMAN'S COMPENSATION INSURANCE COVERAGE (a) The contractor shall certify in writing that the contractor provides workers' compensation insurance coverage for each employee of the contractor employed on the public project. (b) Each subcontractor on the public project shall provide such a certifcate relating to coverage of the subcontractor's employees to the general contractor, who shall provide the subcontractor's certificate to the governmental entity. (c) A contractor who has a contract that requires workers' compensation insurance coverage may provide the coverage through a group plan or other method satisfactory to the governing body of the governmental entity. (d) The employment of a maintenance employee by an employer who is not engaging in building or construction as the employer's primary business does not constitute engaging in building or construction. (e) In this section: (1) "Building or construction" includes: (A) erecting or preparing to erect a structure, including a building, bridge, roadway, public utility facility, or related appurtenance; (B) remodeling, extending, repairing, or demolishing a structure; or (C) otherwise improving real property or an appurtenance to real property through similar activities. (2) "Governmental entity" means this state or a political subdivision of this state. The term includes a municipality. G��l `I:�`►tt�! x;+ (a) The Owner may at any time, without notice to any surety, by written order, make any change in the work within the general scope of the contract, including but not limited to changes: (1) In the specifications (including drawings and designs); TWDB-0550 Revised 12/9/2011 Page 14 CWSRF Forms - TWDB-0101 - 12/29/2011 64 (2) In the time, method or manner of performance of the work; (3) In the Owner-furnished facilities, equipment, materials, services or site, or (4) Directing acceleration in the performance of the work. (5) The original contract price may not be increased under this section by more than 25 percent. The original contract price may not be decreased under this section by more than 25 percent without the consent of the contractor. (Local Government Code 271.060) (b) A change order shall also be any other written order (including direction, instruction, interpretatian or determination) frorn the Owner which causes any change, provided the contractor gives the Owner written notice stating the date, circumstances and source of the order and that the contractor regards the order as a change order. (c) Except as provided in this clause, no order, statement or conduct of the Owner shall be treated as a change under this clause or entitle the contractor to an equitable adjustment. (d) If any change under this clause causes an increase or'decrease in the contractor's cost or the time required to perform any part of the work under this contract, whether or not changed by any order, the Owner shall make an equitable adjustment and modify the contract in writing. Except for claims based on defective specifications, no claim for any change under paragraph (a)(2) above shall be allowed for any costs incurred more than 20 days before the contractor giyes written notice as required in paragraph (a)(2). In the case of defective specifications for which the Owner is responsible, the equitable adjustment shall include any increased cost the contractor reasonably incurred in attempting to comply with those defective specifications. (e} If the contractor intends to assert a claim for an equitable adjustment under this clause, the contractor must, within 30 days after receipt of a written change order under paragraph (a)( I) or the furnishing of a written notice under paragraph (a)(2), submit a written statement to the Owner setting forth the general nature and monetary extent of such claim The Owner may extend the 30-day periocl. The contractor may include the statement of claim in the notice under paragraph (2) of this changes clause. ( fl No claim by the contractor for an equitable adjustment shall be allowed if made after final payment under this contract. (g) Changes that involve an increase in price will be supported by documentation of the costs components in a format acceptable to the Owner. TWDB-0550 Revised 12/9/2011 � Page 15 CWSRF Forms - TWDB-0101 - 12/29/2011 65 10. �REVAILING WAGE RATES Insert Wage Rate Determinarion(s). A"wage determination" is the listing of wage and fringe benefit for each classification of laborers and mechanics which the Administrator of the Wage and Hour Division of the U.S. DOL has determined to be prevailing in a given area for a particular type of construction. The DBA Wage Determinations are classified by the nature of the construction projects performed, specifically listed as "schedules": residential, building, highway, and heavy construction. Insert Wage Rate Determinations indicating which construction type is being used. (More than one may be checked). (a) ❑ Construction Type: Heavy determination This determination includes those projects that are not properly ciassified as either "building," "highway," or "residential." Unlike these classifications, hea�vy construction is not a homogenous classification. Because of this catch-all nature, projects within the heavy classification rnay soinetimes be distinguished on the basis of their particular project characteristics, and separate schedules may be issued for dredging projects, water and sewer line projects, dams, major bridges, and flood control projects. (b) ❑ Construction Type: Highway determination This determination includes construction, alteration or repair of roads, streets, highways, runways, taxiways, alleys, trails, paths, parking areas, and other similar projects not incidental to building or heavy construction. (c) Q Construction Type: Building determination This determination includes construction of sheltered enclosures with walk-in access for the purpose of housing persons, machinery, equipment or supplies; all construction of such structures; the installation of utilities and of equipment, both above and below grade levels; as well as incidental grading, utilities and paving. Such structures need not be "habitable" to be building construction. Also, the installation of heavy machinery and/or equipment does not generally change the project's character as a building. (d) ❑ Construction Type: Residential This determination includes the construction, alteration or repair of single-family houses, aparhnent buildings of no more than four stories in height. This includes all incidental items such as site work, parking areas, utilities, streets, and sidewalks. Entities should review their contractor's wage decisions and confirm they provide an adequate classification of the labor required for the specific construction contract. Most CWSRF and DWSRF projects will fall under the "Heavy" construction type, but entities should ask their consulting engineers if unsure. Some contracts or projects may require more than one general schedule to be included depending on the nature and extent of the work (i.e. a building is constructed in a water treatment facility). This is described in more detail in DOL's All Agency Memo No. 131. See website http://www.dol.�ov/whd/programs/dbra/memorand.htm. In such cases, the contracting agency should designate the work to which each wage determination or part thereof applies per FAR 22.404-2 thru 404-3 (Federal Acquisition Regulations). TWDB-0550 Revised 12/9/2011 Page 16 CWSRF Forms - TWDB-0101 - 12/29/2011 66 https://www.acquisition.�ov/far/current/html/Subpart%2022 4.htm1#w1�1102017. Should overlaps occur in the wage classification schedules for the contract(s), the owner may consider adopting the higher rate classification. In all cases, the entity is responsible to insure an adequate classiiication is provided to insure compliance with the law. Where contractors alert the owner that the classification is inadequate, the owner should work with the contractor and the DOL to address any valid concerns. See the Contact Information for additional resources. Contact Information All questions regarding the DBA guidance can be directed to: U.S. Department of Labor Wage and Hour Divisionl-866-4USWAGB (1-866-487-9243), TTY: 1-877-$89-5627, Monday-Friday 8 a.m. to 8 p.m. Eastern Time. If you require further information about the DBA and how to apply it to your project, please contact the Texas Water Development Board, Mark Hall, P.E., Director, at (512) 463-8489. Additional Resources: 1. For Wage Determinations applicable to construction projects in Texas: http://www.wdol. gov/dba. aspx#3 2. Source for determine the prevailing wage rate for each state and county is on the web page, Selecting DBA Wage Decisions, provides criteria for state and county: http://www.wdol. gov/archdba. aspx 3. For more information on prevailing wage and wage determinations visit the Prevailing Wage Resource Book: http://www.dol.�ov/whd/recoverv/pwrb/toc.htm 4. The United States Department of Labor website: http://www.dol.�;ov/compli ance/laws/comp-dbra.htrn The webpage provides an overview, compliance assistance material, poster information, recordkeeping, DOL contact information and more. 5. Davis-Bacon and Related Acts (DBRA) Frequently Asked questions More in-depth information can be accessed at the Department of Labor (DOL) website: http://www. dol.gov/whd/pro�;rarns/dbra/faqs.htm TWDB-0550 Revised 12/9/2011 Page 17 CWSRF Forms - TWDB-0101 - 12/29/2011 67 Contact Information — DOL Texas Of�ces Dallas District Of�ce US Dept, of Labor � Wage & Hour Division 'The Offices @ Brookhollow 1701 E. Lamar Blvd,, Suite 270, Box 22 Arlington, TX 76006-7303 Houston District Of�ce US bept. of Labor Wage & Hour Division 8'701 S.Gessner Drive, Suife 1164 Houston, TX 77074-2944 — --� _ _. Phone: � Curtis L. Poer ; (817) 861-2150 . � District Director � 1-866-4-USWAGE � ' (1-866-487-9243) i s Phone: Robin Mallet � (713) 339-5525 � DisMct Director E 1-866-4-USWAGE ' � (1-866-487-9243) � i McA,llen District Of�ce ; Phone: "s Eden Ramirez US Dept. of Labor �(956) 682-4631 ; District Director Wage & Hour Division 1-866-4-USWAGE 320 N. Main Street, Room 238 ;(1-866-487-9243) McAllen, TX 78501 � Corpus Christi Area Of�ce � Phone: US Dept. of Labor ;(361) 888-3152 Wage & Hour Division i 1-866-4-USWAGE Wilson Plaza ? (1-866-487-9243) 606 W. Carancahua, Suite 705 � Corpus Christi, Texas 78476 ' San Antonio District Of�ce � Phone: US Dept. of Labor �(210) 308-4515 Wage & Hour Division � 1-866-4-USWAGE Northchase 1 Office Building ` (1-866-487-9243) � Vacant • Asst. District Director i Juan Coria � District Director 10127 Morocco, Suite 140 ; San Antonio, TX 78216 ;I _ _. _ West Texas Panhandle and Northwest Quadrant: See Albuquerque, NM Albuquerque District Oftice 1 Phone: Patricia Davidson Mailing Address: (505) 248-6100 ; District Director US Dept. of Labor 1-866-4-USWAGE Wage and Hour Division (1-866-48�-9243) P,O. Box 907 Albuquerque, NM 87103-0907 Physical Address: 500 Go1d, SW - Suite 12000 Albuquerque, NM 87102 TWDB-0550 Revised 12/9/2011 Page 18 CWSRF Forms - TWDB-0101 - 12/29/2011 68 DB-0152 Revised O6/25/10 Texas Water Development Board Mandatory Davis-Bacon Act Contract Conditions For CWSRF & DWSRF Funded Projects PLEASE NOTE: This lauguage must be included in all Davis-Bacon covered construction contracts and subcontracts. (29 CFR Part 5.5). (a) The Agency head shall cause or require the contracting officer to insert in full in any contract in excess of $2,000 which is en�tered into for the actual construction, alteration and/or repair, including painYing and decorating, of a public building or public work, or building or work financed in whole or in part from federal funds or in accordance with guarantees of a Federal agency or financed frorn funds obtained by pledge of aziy contract of a Federal agency to make a loan, grant or annual contribution (except where a different meaning is expressly indicated), and which is subject to the labor standards provisions of any of the acts listed in Sec. 5.1, the following clauses (or any modifications thereof to meet the particular needs of the agency, Provided, That such modifications are first approved by the Department of Labor): (1) Minimum wages (i) All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereo fl due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the apprapriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in Sec. S.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed, The wage determination (including any additional classification and wage rates conformed under paragraph (a)(1)(ii) of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. TWDB-0550 Revised 12/9/2011 � Page 19 CWSR� Forms - TWDB-0101 - 12/29/2011 69 bs-olsa Revised 06/25/10 (ii) (A) The contracting officer shall require that any class of laborers or rnechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classiiied in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe tienefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. , (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has fonnd, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act must have been met. The Secretary of TWD�-05S0 Revised 12/9/2011 Page 20 CWSRF Forms - TWDB-0101 - 12/29/2011 70 DB-0152 Revised 06/25/10 Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (2) Withholding The OWNER shall upon its own action or upon written request of an authorized representative of the Deparhnent of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractar, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed b� the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the contract, the (Agency) may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records (i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis- Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii)(A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the OWNER if the agency is a p�rty to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to the OWNER. The payrolls subrnitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and TWDH-0550 Revised 12/9/2011 Page 21 CWSRF Forms - TWDB-0101 - 12/29/2011 71 DB-0152 Revised O6/25/10 home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at htt�!/www.dol.gov/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all s.ubcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the applicant, sponsor, or owner; as the case may be, for transxnission to the applicant, sponsor, or owner, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government agency (or the applicant, sponsor, or owner). (B) Each payroll submitted shall be accompanied by a"Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under Sec. 5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under Sec: 5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly subrnission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section. (D) The falsificatian of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code, (iii) The contractor or subcontrac�or shall make the records required under paragraph (a)(3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the OWNER or the Department of Labor, and shall permit such TWDB-0550 Revised 12/9/2011 Page 22 CWSRF Forms - TWDB-0101 - 12/29/2011 72 DB-or sz Revised 06/25/10 representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and trainees (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the fuil amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office o�Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by TWDB-0550 Revised 12/9/2011 Page 23 CWSRF Forms - TWDB-0101 - 12/29/2011 73 DB-0152 Revised 06/25/10 formal certification by the U.S. Department of Labor, Employrnent and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage detertnination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe beneiits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less �than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employrnent opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. (5) Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this� contract. (6) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with a11 the contract clauses in 29 CFR 5.5. (7) Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. (S) Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts l, 3, and 5 are herein incorporated by reference in this contract. (9) Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in, accordance with the procedures of the Departrnent of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the TWDB-0550 Revised 12/9/2011 Page 24 CWSRF Forms - TWDB-0101 - 12/29/2011 74 DB-0152 Revised 06/25/10 contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. (10) Certi�cation of eligibility (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. (b) Contract Work Hours and Safety Standards Act. The Agency Head shall cause or require the contracting officer to insert the following clauses set forth in paragraphs (b)(1), (2), (3), and (4) of this section in full in any contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by Sec. 5.5(a) or 4.6 of part 4 of this title. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (b)(1) of this section the contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b)(1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section. (3) Withholding for unpaid wages and liquidated damages. The OWNER shall upon its own action or upon written request of an authorized representative of the Deparhnent of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any TWDB-0550 Revised 12/9/2011 Page 25 CWSRF Forms - TWDB-0101 - 12/29/2011 75 DB-0152 Revised 06/25/10 liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set %rth in paragraph (b)(2) of this section. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b)(1) through (4) of this section. (c) In addition to the clauses contained in paragraph (b), in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any oithe other statutes cited in Sec. 5.1, the Agency Head shall cause or require the contracting officer to insert a clause requiring that the contractor or subcontractor shall maintain payro�ls and basic payroll records during the course of the work and shall preserve them �or a period of three years from the cornpletion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. Further, the Agency Head shall Gause or require the contracting officex to insert in any such contract a clause providing that the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the OWNER and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. The following form, Monthly Davis Bacon Act Certificate of Compliance Submittal by Owner (Sub-Recipient) (DB-0154), must be completed by the project owner/sub-recipient and submitted with each monthly/quarterly outlay report. Information on outlay reporting may be accessed at: http ://www.twdb.state.tx.us/assistance/financiaUoutlav/ TWbB-0550 Revised 12/9/2011 Page 26 CWSRF Forms - TWDB-0101 - 12/29/2011 76 DB-0154 Revised 10/14/10 MONTHLY DAVIS BACON ACT CERTIFICATE of COMPLIANCE Submittal by Owner (Sub-Recipient) TWDB Project No. Loan/Grant No. This execated certificate must be submitted with each Outlay Report requesting payment for labor included with construction contracts. This Certi�cate applies only for LOAN5 CLOSED AFTER 10/30/2009. � I, , of (Name) (Title) hereby certify that interviews, periodic reviews of a (Name of entity) representative sample of the weekly payroll data, and contractor weekly payroll certifications such as OMB No. 1215-0149, have been performed to verify that contractors and subcontractors are paying the appropriate wage rate for compliance with the DAVIS BACON ACT, 40 U.S.C. §§3141 et seq. as amended and in conformance with the U.S. Department of Labor regulations at 29 CFR Part 5, (Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction) and 29 CFR Part 3(Contractors and Subcontractors on Public Work Financed in Whole or in Part by Loans or Grants from the United States). I nnderstand that a false statement herein may sabject me to penalties under federal and state laws relating to filing false statements and other relevant statutes. Signature Date ITWDB-0550 Revised 12/9/2011 Page 27 CWSRF Forms - TWDB-0101 - 12/29/2011 77 Additional Forms for Davis-Bacon The following forms are suggestions only and may be used as tools which may aid in complying with the Davis Bacon requirements. 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Aq ia �� eg�� w ``�° noE� a�C�� u�1 I ��qro �n�� a on � � � � � � � � v N pg'� �� A t�T NG� TWDB•0550 Revised 12/9/2011 Page 31 CWSRF Forms - TWDB-0101 - 12/29/2011 81 TWDB-0550 Revised 12/9/2011 Page 32 CWSRF Forms - TWDB-0101 - 12/29/2011 82 DOL Labor Standards Interview SF-1445 Davis Bacon Poster. WH-1321 A �j■ � s F0� LA►�Q�R�RS �#N� M�C�A�IC�S EMRLOYED t�N F�DE�Al� QR FEDER�ALl�Y ASSiSTED �DNSTRE�CTM�IU PRt)J�CTS THE UNITED STATES DEPARTMENT OF LABOR WAGE AND HOUR DIVISION PREVAIUNG You must be paid not less than the wage rate listed in the Davis-Sacon WAGES Wage Decision posied with `this Notice for the work you perform. OVEt�TIME You mus# be paid not tess than one a►�d one-half tirpes yqur basic rate of pay for ail hours worked over 40 in a work week. There are few exeeptions. ' �NFOR�EMENT Contract payments can be withheld to ensure workers receive wages and overtime pay due, and liquidated damages may appiy it overtime pay requlrem�nts are not m�et. Davls-8acon contract ciauses alipw contrac,t termination and deb.arment of Contraciors from fuiute federal contracis for up to thre� years. A�antractor who falstffes certifled payroll records or induces wage kickbacks may,be subject to civil or criminai prosecu�ion, fines andlor.lmprisonmerlt. APpRENTICES Apprentice rates apply only to apprentices property registered under apRroved Federai or State appr�nticeship programs: PROPER PAY It you do not receive proper pay, or require turther inforrnation on the applicable wages, contact the Contracting Officer listed below: ; U.S. D�panment ol laboi I Empioyrrwnl Sla��dardsAdmin(s��alion WN f3211Ri�•bIC�P+1120651 TWDB-0550 Revised 12/9/2011 Page 33 CWSRF Forms - TWDB-0101 - 12/29/2011 83 or contact the U.$. Department of �.abor's W�ge and Hour pivisipn. 11. CONTRACT WORK HOURS REQUIRMENTS (29 CFR 5.1, & 5.6) This provision only applies to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding. This contract is subject to Title 29 Code of Federal regulations Part 5 concerning Contract Work Hours, including but not limited to the �o��owing. (a) Sea 5.5 Contract provisions and related m'atters omitted: (b) Contract Work Hours and Safety Standards Act. The Agency Head shall cause or require , the contracting officer to insert the following clauses set forth ir� paragraphs (b) (1), (2), (3), and (4) of this section in fuli in any;contract in an arnount in,excess df $1,00,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted iri addition to the clauses required by Sec. 5.5(a) or 4.6 of part 4 of this title. As used in this paragraph, the terms laborers and rnechanics include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in`excess of forty hours in such workweek unless such laborer or mechanic rece�ves compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek, (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause $et forth in paragraph (b) (1) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or rnechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b) (1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b) (1) of this section. (3) Withholding for unpaid wages and liquidated damages. The (write in the name of the Federal agency or the loan or grant Owner) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work perfortned by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and. Safety Standards Act, wl�ich is held by the ;same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages �nd liquidated damages as provided in the clause set forth iri paragraph (b)(2) of tliis section:. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b) (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. 7'WDB-0550 Revised 12/9/2011 Page 34 CWSRF Forms - TWDB-0101 - 12/29/2011 84 The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b) (1) through (4) of this section. (c) In addition to the clauses contained in paragraph (b), in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other statutes cited in Sec. 5.1, the Agency Head shall cause or require the contracting officer to insert a clause requiring that the contractor or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics, including ' guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. Further, the Agency Head shall cause or require the contracting officer to insert in any such contract a clause providing that the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection, . copying, ox transcription by authorized representatives of the (write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. 12. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION This provision only applies to Clean Water State Revolving Fund Prograrn projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding and the contract agreement is for rnore than $10,000. During the performance of this contract, the Contractor agrees as follows: (a) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (b) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or national origin. (c) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. TWDB-0550 Revised 12/9/2011 Page 35 CWSRF Forms - TWDB-0101 - 12/29/2011 85 (d) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrirnination in Employment Act of 1967,29 U.S.C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. (e) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigatio� to ascertain compliance with such rules, regulations, and orders. ( fl In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, re$ulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Governrnent contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and reznedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (g) The Contractor will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (g) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to. enter into such litigation to protect the interest of the United States. (h) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours o#' minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose ofineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of emplo�nnent and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of federal contract TWbB-0550 Revised 12/9/2011 Page 36 CWSRF Forms - TWDB-0101 - 12/29/2011 86 compliance programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. VJhenever the Cantractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. 13. DEBARMENT AND SUSPENSION This provision applies only to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding. This contract is subject to the Title 40 Code of Federal Regulations Part 32 concerning Debarment and Suspension. The contractor will comply with the assurances provided with the bid that led to this contract. 14. DISADVANTAGED BUSINESS ENTERPRISES This provision only applies to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects. Applicants requesting federal financial assistance through the SRF programs must include the form TWDB-0215 with the loan application. After loan commitment, but prior to closing, applicants must provide a TWDB-0216 and TWDB-0373 forms. The project's Prime Engineer, Financial Advisor, and Bond Counsel must complete a WRD-217 form and indicate if any subcontracting opportunities will be available or if the contractor will be self-performing the contract. Regardless of the procuremenYs outcome, all entities must submit a TWDB-0373 and list the contractors selected by the applicant for the project. Failure to include a contractor and contract amount will result in denial of payment until the proper documentation has been reviewed and approved. For each construction contract, applicants are required to submit a TWDB-0216 and TWDB- 0373 for the procurement of the project's Prime Contractor. If the Prime Contractor is utilizing subcontractors for the project, then additional TWDB-0216 and TWDB-0373 forms will be required for submittal prior to request for payrnent. TWDB-0216 — Applicant/Entity TWDB-0217 — Prime Engineer, Financial Advisor, Bond Counsel TWDB-0373 - Applicant/Entity TWDB-0216 — Prime Contractor TWDB-0373 — Prime Contractor (a) The Contractor shall, if awarding sub-agreements, to the extent appropriate for the goals listed in the instructions to bidders make a good faith effort to award a fair share of work to DBE's who are Minority Business Enterprises (MBE's) and Women-owned Business Enterprises (WBE's) as sources of supplies, construction, equipment and services by taking the following steps: TWDB-0550 Revised 12/9/2011 Page 37 CWSRF Forms - TWDB-0101 - 12/29/2011 87 (1) Ensure DBEs are made aware of contracting opportunities including qualified small, minority, and women's businesses on solicitarion lists; (2) Assuring that small, minority, and women's businesses are solicited whenever they are potential sources; (3) Dividing total requirements, when economically feasible, into small tasks or quantities to permit maximum participation of small, minority, and women's businesses; (4) Establishing delivery schedules, where the requirements of the work permit, which will encourage participation by small, minority, and women's businesses; and (5) Using the services and assistance of the Small Business Administration and the Office of Minority Business Enterprise of the U.S. Deparhnent of Comrnerce, as appropriate. (b) The Contractor shall submit to fihe Owner information on utilization of minority and women business enterprises within 30 days of entering into an agreement with a minority or women business enterprise. (c) The Contractor shall maintain a documentation file on all efforts to obtain Minority and Women-Owned Business Participation. (d) The contractor shall not discriminate on the basis of race, color, national origin or sex in the performance of this contract. The contractor shall carry out applicable requirements of 40 CFR Part 33 in the award and administration of contracts awarded under EPA financial assistance agreements. Failure by the contractor to carry out these requirements is a material breach of this contract which may result in the tertnination of this contract or other legally available remedies. The above forms are available from the TWDB website, http://www.twdb.state.tx.us/financial/prog,rams/DBE/dbe.asp or from the DBE program information website, http://www.twdb.state.tx.us/financial/programs/DBE/dbe.asp 15. ARCHEOLOGICAL DISCOVERIES AND CULTURAL RESOURCES No activity which may affect properties listed or properties eligible for listing in the National Register of Historic Places or eligible for designation as a State Archeological Landmark is authorized until the Owner has complied with the provisions of the National Historic Preservation Act and the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. If archeological sites or historic structures which rnay qualify for designation as a State Archeological Landmark according to the criteria in 13 TAC 41.6 - 41.10, or that may be eligible for listing on the National Register of Historic Places in accordance with 36 CFR Part 800, are discovered after construction operations are begun, the Contractor shall immediately cease TWDB-0550 Revised 12/9/2011 Page 38 CWSRF Forms - TWDB-0101 - 12/29/2011 88 operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, 1511 N. Colorado St., P.O. Box 12276, Capitol Station, Austin, Texas 78'711-2276. The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's repxesentative and the TWDB. The Owner will promptly coordinate with the State Historic Preservation Officer and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall ' not resume work in the area of the discovery until authorized to do so by the Owner. 16. ENDANGERED SPECIES No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TWDB, the U. S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigation actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. 17. HAZARDOUS MATERIALS Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition o�hazardous materials on sites owned or controlled by the Owner. 18. PROJECT SIGN A project IDENTIFICATION SIGN will be provided to the contractor. The contractor shall erect the sign in a prominent location at the construction project site or along a major thoroughfare within the community as directed by the Owner. 19. OPERATION AND MAINTENANCE MANUALS AND TRAINING (a) The Contractor shall obtain installation, operation, and maintenance manuals from manufacturers and suppliers for equipment furnished under the contract: The Contractor shall submit three copies of each complete manual to the Engineer within 90 days after approval of shop drawings, product data, and samples, and not later than the date of shipment of each item of equipment to the project site or storage location. (b) The Owner shall require the Engineer to promptly review each manual submitted, noting necessary corrections and revisions. If the Engineer rejects the manual, the Contractor TWDB-OS50 Revised 12/9/2011 Page 39 CWSRF Forms - TWDB-0101 - 12/29/2011 89 shall correct and resubmit the manual until it is acceptable to Engineer as being in conformance with design concept of project and for compliance with information given in the Contract Documents. Owner may assess Contractor a charge for reviews of same items in excess of three (3) times. Such procedure shall not be considered cause for delay. Acceptance of manuals by Engineer does not relieve Contractor of any requirements of terms of Contract. (c) The Contractor shall provide the services of trained, qualified technicians to check final equipment installation, to assist as required in placing same in operation, and to instruct operating personnel in the proper manner of performing routine operation and maintenance of the equipment. � (d) Operations and maintenance manuals specified hereinafter axe in addition to any operation, maintenance, or installation instructions required by the Contractor to install, test, and start-up the equipment. (e) Each manual to: be bound in a folder and labeled to identify the contents and project to which it applies� The manual shall contain tk�e following applicable items: (1) A listing of the manufacturer's identification, including order number, model, serial number, and location of parts and service centers. (2) A list of recommended stock of parts, including part number and quantity. (3) Complete replacement parts list. (4) Performance data and rating tables. (S) Specific instructions for installation, operation, adjustment, and maintenance. (6) Exploded view drawings for major equipment items. (7) Lubrication requirements. (8) Complete equipment wiring diagrams and control schematics with terminal identification. 20. AS-BUILT DIMENSIONS AND DRAWINGS (a) Contractor shall make appropriate daily measurements of facilities constructed and keep accurate records of location (horizontal and vertical) of all facilities. (b) Upon completion of each facility, the Contractor shall furnish Owner with one set of direct prints, marked with red pencil,. to show as-built dimensions and locations of all work constructed. As a minimum, the final drawings shall include the following: (1) Horizontal and vertical locations of work. (2) Changes in equipment and dimensions due to substitutions. TWDB-0550 Revised 12/9/2011 Page 40 CWSRF Forms - TWDB-0101 - 12/29/2011 90 (3) "Nameplate" data on all installed equipment. (4) Deletions, additions, and changes ta scope of work. (5) Any other changes made. Additional Forms: Contractor's Ac t of Assurance (ED-103) Contractor's Resolution on Authorized Representative (ED-104) Affrmative Steps Solxcitation Report (TWDB-0216) Loan/Grant Participation Summary (TWDB-03'73) Bidder's Certification (WR.D-255) Prime Contractor Affirmative Steps Certification and Goals (TWDB-0217) Vendar Compliance with Reciprocity on Non-Resident Bidders (TWDB-0459} These forms are available on the TWDB website, http://www.twdb. state.tx.us/financial/instructionsl TWDB-0550 Revised 12/9/2011 Page 41 CWSRF Forms - TWDB-0101 - 12/29/2011 91 ED-103 O1/03l2010 CONTRACTOR' 5 ACT OF ASSURANCE STATE OF TEXAS COUNTY OF BEFORE ME, , a Notary Public duly commissioned and qualified in and for the County of in the State of Texas came and appeared , as represented by , the corporations , who declares he/she is authorized to represent pursuant to provisions of a resolution adopted by said corporation on the day of , 20 (a duly certified copy of such resolution is attached to and is hereby made a part of this document). as the representative of declares that assures the Texas Water Development Board that it will construct project at , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this day of , �:�� Printed Name My Commission expires TWDB-0550 Revised 12/9/2011 Page 42 CWSRF Forms - TWDB-0101 - 12/29/2011 92 - Revised 5/7/]0 CONTRACTOR'S RESULUTION ON AUTHORIZED REPRESENTATIVE Name or Names I hereby certify that it was RESOLVED by a quorum of the directors of the , rneeting name of corporation on the day of , 20l, that , , , and , be, and hereby is, authorized to act on behalf of , as its name of corporation representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting a.nd that the resolution has not been rescinded or amended and is now in full %rces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this day of , 20_. Secretary (seal) TWDB•0550 Revised 12/9/2011 Page 43 CWSRF Forms - TWDB-0101 - 12/29/2011 93 WRD-255 01/2010 BIDDER' S CERTIFICATIONS Project Name: Project Number: Contract For: The following certi�cations must be completed by the bidder for each contract. A. EQUAL EMPLOYMENT OPPORTUNITY: () I have developed and have on file at my each establishment affirmative action programs pursuant to 41 CFR Part 60-2. () I have participated in previous contract(s) or subcontract(s) subject to the equal opportunity clause under Executive Orders 11246 and 11375. I have filed all reports due under the requirements contained in 41 CFR 60-1.7. () I have not participated in previous contracts(s) subject to the equal opporttuiity clause under Executive Orders 11246 and 11375. () I will obtain a similar certification from any proposed subcontractor(s), when appropriate. B. NONSEGREGATED FACILITIES () I certify that I do not and will not maintain any facilities provided for my employees in a segregated manner, or permit my employees to perform their services at any location under my control where �egregated facilities are maintained; and that I will obtain a similar certification prior to the award of any federally assisted subcontract exceeding $10,000 which is not exempt from the equal opportunity clause as required by 41 CFR b0-1.8. I understand that a false statement on this certification may be grounds for rejection of this bid proposal or termination of the contract �ward. Typed Name & Title of Bidder's Authorized Representative Signature of Bidder's Authorized Representative Date Name & Address of Bidder TWDB-0550 Revised 1Z/9/2011 Page 44 CWSRF Forms - TWDB-0101 -12/29/2011 94 TWDB-0459 Revised 07/22/2010 VENDOR COMPLIANCE WITH RECIPROCITY ON NON-RESIDENT BIDDERS Government Code 2252.002 provides that, in order to be awarded a contract as low bidder, a non- resident bidder must bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder. That bid amount must be the same amount that a Texas resident bidder would be required to underbid the non-resident bidder in order to obtain a comparable contract in the non-resident bidder's state in which non-resident bidder principal place of business is located. A non-resident bidder is deiined as a contractor whose corporate offices or principal place of business is outside of the state of Texas. Instnzctions: The appropriate blanks in Section A or B must be iilled out by all out-of-state or non- resident bidders in order for the bid to meet specifications. Failure of an out-of-state or non- resident contractor to do so will automatically disqualify that bidder. Resident bidders must complete Section C below. A. Non-resident vendor(s) in , our principal place of business, is (State) required to be percent lower than resident bidders by state law. A copy of the statute is attached. B. Non-resident vendor(s) in our principal place of business, is (State) not required to underbid resident bidders. C. Our principal place of business or corporate office is in the State of Texas: City State Zip IC I_� � --� Company Name City State Zip By: (Please print) Signature Title: (Please print) THIS FORM MUST BE RETURNED WITH THE BID ITWDB-0550 Revised 12/9/2011 Page 45 CWSRF Forms - TWDB-0101 - 12/29/2011 95 This page intentionally left blank. CWSRF Forms - TWDB-0101 - 12/29/2011 96 EASEMENTS AND RIGHTS OF ENTRY EASEMENTS As of October 20, 2011, all permanent easements required for this project have been acquired. (_. � � 0 NO. 2009-0'75366-2 CiTY OF F'ORT WORTH v. SUSAN HERRING; ET AL. § § � § � § § C4NDEMNATCON PROCEEDINGS [N THE COUNTY COURT JUDGMENT On the --J�=�-- day of , � C� A�''tr LA,V1� N�k 2 �� TA p_ � �':J RRANT COUN'�`Y,-TE��-AS =��; ' , ,.. � � ;J : o . .. -; �- � �1 � :.,� �A} 2010, the Judgment havin� beeii presented to the Court, the Court finds it to be fair, reasonable, and equitabte and enters its orders: 1. On September 2, 2009, petitianer, City of Fort Worth, filed its petition to condemn and acquire for the reconstruction, maintenance, and operation of the Contract 53 Sanitary-Sewer Rehabilitation Project: two permanent sanitary-sewer easements and two temporary-construction easements. The permanent sanitaty-sewer easements are described as: Parcel 1 being approximately 1,662 square feet of land and Parcel2 being approximately 674 square feet of land out of Got 15, Block 146R, Chamberiain Arlington Neights, ly` Fi)ing, Fort Worth, Tarrant County, Texas, commonly known as 5307 Lovell Avenue, according to a plat thereof recorded in Volume 388-5, Page 72, P1at Records, Tarrant County, Teras. The land is also a portion of that certain land conveyed to Susan I-terring, by deed recorded in Volume 13267, Page 153, of the Deed Records af Tarrant County, Texas, as described in Exhibit A and depicted in Exhibit 8, both attached and incorporated by reference. The temporary-construction easements are described in Exhibit C and depicted in E,�chibit D(both attached and incorporated by reference) as: Parcel 1 not to e�cceed 2,183 square feet of land and 20 feet in width and Parcel 2 not to exceed 931 square feet of tand and 20 feet in tividth with the two temporary-construction easements abutting and paraltel to the respective permanent sanitary-sewer easements. 2. On September 4, 2009, Jack Adier, Edward Markey, and Massie Tillman were subsequentty appointed special commissioners to preside over and hear the parties to the proceeding in order to arrive at the fair market value of the land ta be taken. � r 3, On S�ptember 9, 2009, Tom Carr was appointed as Attorney Ad Litem to defend the interests of Susan Herring, and/or the Unknown Heirs and Legai Representatives of the Estate of Susan Herring. 4. Also, on September 9, 2009, petitioner filed a Lis Pendens about the condemnation described in the petition; the notice is recorded as Document No. D209241346 in the Deed Records oFTarrant County, Texas, 5• The commissioners set the eause for hearing before them at 10:00 o'clock a,m, on Aprii 26, 2010, and the City and all defendants were duly cited to appear at the hearing. 6, On April 26, 2010, at the time and place designated in the notice of hearing, special commissioners Jack Adler and Edward Markey convened the hearing, Tom Carr appeared and represented the interests of Susan Herring, and/or the Unknown Heirs and Legal Representatives of the Estate of Susan Herring, The City of Fort Worth appeared by and through its duly authorized attorney, Theodore P. Gorski, Jr. [n addition, J. R. Kimball, Jill Gri�n, Michael Owen, and Rakesh Chaubey appeared as witnesses for the City of Fort Worth, 7. After the hearing, the speciat commissioners present rendered and filed the award of commissioners on Aprii 26, 2010 for $1,810,00 and assessed costs against the City of Fort Worth. 8. The City deposited an amount eyual to the award of the commissioners in the registry of the court on May 14, 2010. 9. On May 18, 2010, the Court signed an order to deposit the award of the commissioners in an interest bearing account. 10. Neither the City nor any of the defendants objected to the award of the commissioners within the time period required by law. It is, therefore, ORDERED, ADJUDGED, and DECREED that ju�gment be rendered for the City of Fort Worth, conveying to the City two permanent sanitary-sewer easements as described specifically in E�chibit A und depicted in Exhibit �, both attached and incorporated by reference. .. HE(tRiNC - JUDCMENT PACE 2 r , . r� ►_.I � � It is FURT�-(ER ORDERED that the judgment be rendered for the City of Fort Worth, conveying to the City two temporary-construction easernents as described specitically in Exhibit C and depicted in Exhibit D, both attached and incorporated by ref�rence. It is FURTHER ORDERED that the defendants have and recover from the City of Fort Worth $1,810,00 for the interest in the parcels herein condemned for the two permanent sanitary-sewer easements and two temporary-construction easements and for damages to the remaining property as a result of the takings. It is FURT�iER ORDERED that all costs be assessed against ihe City of Fort Worth. It is FURTHER ORDERED that the clerk of the Court record this judgment in the minutes of the Court. It is FURTHER ORDERED that the writs and processes as may be necessary in the eriforcement and coliection of this judgment issue. It is FURTNER ORDERED that this judgment disposes of alt parties and all clairns and is appealable. SIGNED the �� day of , 2010. a..,'::i,�.k,..*,,,,, �z'«�"� a 1�'�� JUDGE ARES[DING � � t1ERRING - JUDGNIENT PAC� 3 � Exhiblf 'A' � Rcr! Phopetty Descripuoa ol • 13' P+ermwent Eaterdent ont ot La 1!, Block i�i.R Cbamberld� Ar1le�too itel�hb Ftrst F1Un� Bein� two parreb of tand out of Lot 13. 81ocJc Iq6.R. C6a��rl�in Ai,tin�ton Hei ta . re�cordad ia Volume 388-5. Pa�e'7Z. Ptat Recordi T Sh � F�rst Filin� as Hemn� bY d�cd n�carded in Votwna 13267, P� e 133�t County. Te�cw and a� conva yed to 5u��n purpou of constructln�. oper�tin� and maint�lnin a sani�t d Record�. Turant County. Tex�u tar the bein� mvre particui+�rly deuribad as follows: � uY sewet �ystem and Jts aAPun�ance�s and E"�rce11 BeginninQ u a!/Z" tron �+od ('our�d )n the South 1 itx of thQ Lo��Jt Avenue ri�ht_of-wa public right-of-w�y), t� � Nonheut comer af �ud Lot 13 artd the Northwe�t corner o�� foot Block 146-R; Lot 14, s�id Thenre: with th� common line� of s�id Lota !q and 13, South 00 de�ea� 06 minute� 3 112.SZ fat to the North line ot an e�l�ting 10 foot utility eaaement • 7 aecond� West� T'hence: with the North line of s�1d 10 fovt utifity easemen (� said plat); Weat� 11.6! fat; �► No� 72 deanes, qs minutes� 41 seconds Thence: continuin� with the North line of �raid !0 fopt utillty ea�emen�' West 3,qp fat• Thence; North 00 de�rce�. 06 minute�. 37 stcondi � the �outh line ot ��id Loveti Avenue right.a�way ��m which • i!2 � ir+onj� of �aid Lot I J a�nd line of �aid Loveti Aveque right-of.w�y� t'ar � No�We�t comer of waid t.c�t 1 S� +n Soutt� Northea�t comrr of Lot !6. aeid B l o c k 1 q Q,. R. �� N o r t h 8 9 de d� e W es t. 4 3. 0 p 1'eet; �ee�. S3 minute�, 0 3 � r c o n d� Thence: with the North Iine of �aid L,ot 11 and the South �ine of said Love�� q��nue ' 84 de�ree�. J3 minute�. q3 ye�ond� E�t, I3,00 feet to the Pi�ce of 8e�innin � c 1,662 � �Bht-of w�y, South qu�re feet o� land, moro or les�. t ont�inini Si N•I�) r� �ntn� 1 I i i1.V�1 (�1tr�AI Mt;lr•hj P��f 1 ��i ? ,. � .� , ' P�rCli = 8eginnin� at i poin� �n the East line of aaid Lot 13 and the Wesl line ot Lot 14� seid 81ark 146•R an beins fn the South �lrx ot • t0 utility easemrnt (pa� s�id plu) from which a i�" iron rod found i d South litx of Lovell Avenue (an 8p foot pubiic ri�ht-ol•way) for the Nanhwc�t comcr of aoid I,W i3e �d the Natheut rorner o! Lot 16, �atd 81oc1c 1�6-R bears the foUowini couut�se� and distance�: with the common lin�e of s�id LoU 14 and IS, Nonh 00 de pa�a� � 1/2" lroa rod �aind in �ud Lqve11 Avenue Sou �• �f way for th Northea�t�c�orner of � d� La !3 and the Nortttw e s t c o rn e r o t s a i d L w l 4� a n d N o rt h 8 9 d e�nee�� 33 minute�, 03 acconds W � f�: � est� , 'Thence; with ehe cammon line of ��id Lot !4 and 11� South 00 de 42•66 feet to the North 1irK of an e�cistln 3 foot uti�i ��' � m�ute,, 3� seconds Weit� j �Y +isement (p�c �Aid plat)► Thence; with the North ilne of s�id S foot utility easement, North 89 de�rees, 33 minutes� 03 scc We�t, 13.00 t�:et; onds Thcnce; Nortb Op de�c� p6 �u�a� �� j6 feet to the South line of �aid 10 font utility easemcnt; Thrncae. with th� South line of �aid !0 foot utility e�sement, Ea�t 2,41 feet; Thencc: continuln� with tha South ►ine of said utiitty casemcnt, 3outh 72 de 4! secor�ds East� 13. l � fat to the piacc of be�innln= and containin� 6 4iaquar,e feet of land, mw+e or lesi. NoW: Survsyed on �bt pvuad Au�ut ZOOi Nott: Bprinp ar� nl�ttvr o0 7}u� NonA abtatned Arom alobv Po�ltbnin� S�tellits BYstem (GPs) ObMsvatiorr� North MKricui Drtw�, 19A3 (NAD'a3� 'Iie�+u 5tat� Pfatr CoordtnaN Syuent, NottJ� Csnttt! Zon�. Nok: tn accord�nce w11b tht texar BoaN otPt+ohssbna! tand Sirveyins Oenen! Rult� o� Pbcsdutm� �nd Ractice�, 663.19(9), thi� 'Yepott" crnui�U of the Real Ptnperty D�escription. EaAlbh 'A'. includcd herein ud � M�p ot Survey� Fathib� 'H'. attached htrewith. 1Yote: 1a accardancr wiN itK h�� 8o�rd ot Profe�ilon+l Land SurveYbi Oenaai Rula uf Ptvcalw�a �rid R�c�ka, 663.19t�. "The cittd inatrumerth �rt nd n�+ces��rily the owner� n! th� �ubject property b�t �� o�jnin� tAe dtscriplMiq ot Ilu boundaria ai wrveyed, S Kerin Wendrll Rs�atend Aofn�inn�l l.ud Swvryn► TiRas Rs=t�tr��► No, S��q Si�ned; i D�tr. _dl�✓ //, LDoQ S.S N•1a7 (�nnl►�1a1 � 1 �1�� /�y1\1 M1;11'Aj f,� r �,�� t„r 2 � . . , . . ' . scar i •. �0� �""�o � ,�1/t' IM C AA�1[ 7�A Z� r 16 15 Ctt�A�BEftWN�ARl1 � �ON NEICHT$ � i'IAST FI NG � VOt. Jde-S, PC. 7Z . P.R„ r.c rx �.M� ori.r�.,«: MM� ilJ��. I�, ISJ 0.11., t.C.. TM ..10' �� [�=. iN� Mr� �..��^� orc�1 02 -� 15' Permonent Scnitory � S�wer o�tm�nt :^ 6 74 Sq. �t. + /- � Exhib;t '8' Loveil Avenue (80' PubliC R,O.W,) Mop ol Surv�y �howi�q a � s' P��mon�ni Sonitory S�w�ti Evs�ment vut a/ Chpmb�riin �Ari�nq on H� qhts t �t Fiiinq 1 S. 00' P 0. �. Pa►c el i 14 �' Pc�cei Ot ; is� Pa�man�nt ntta�y 13 Sew�r Ea��m�n �n 1,6d2 Sq, Ft. /- N. "Lo2 �-103 � P.O. t'"'�•._ i .,`. '`, ��`• � .`,. �,,�: , ,` . • � 10, 00 •,.r,� ••". '+.�� . •.� ��. �_ lrUlri��[�M,� � t • w�-�.,` �`, ��`. �� .�• '�. �/ 5.�0� '`'•� �l� ��Ji >••'i�' s� i�y� !'�� 101r N 77�6'11' W 11 41' � 4;.:'�� .� ,�'�.t 54,39 /k T►ott � l0?: WE'�T � �� ,,;,,,, ��'' out ol Ih ` tOJr No s Covin � S 00"Oe'S7' W 10 46' �i�, ��i�N.:..� :. A Y qton Survty. A-ISd t04� GST ? �1' `...................... ..,.� ppor�ni Own�r Cit � �•+ ':`�.�i ,� (No i�cordin � Y of io�f Wo/ h� LOS; S 72'�d��1' f t! t7' `''.� ' .,�.�� q nlo.mor�on ovo�iaa►•) y��, �, ,. ��•+'*'w,�' � �. ' ; •, I' i• .. : ; ;:.r � +..� � � ,� � ' ' • � . ,. . f f NNMI �M � �� ' •11 •4. �� .� �� . � � ' . � ♦ � �• � M � `��_ '� •�r•�,.. � �' '• ��MN �/'�M�ry l� +MYM�I ��' ;A11, I I �. y• •��•'.�I,'� � ,r,1�,•,.{./� I� � � •, hI • �� •rfr A��1��1� 1� � � r �• •� '�4 • w • - . � r ��e� .. �„ � r •. . . � �. .•�. � i � i • , ,�IJ�C _ � ' � • � • . f s,r,N �i� . .� . •. r �• • • •- •.� .� . � I. ..�.�v�� iV �• •'• i .� � � . �.1� . 1 � ♦ •. O�t�' ✓� �� rr� .�.�•ui��.�rri��. r��• �.a ��..,�,�., .�� .��r . . 1JN .� ..� ��..�►■ •� � �,i •,.� .. � . , .-w•• .. •i � . a ,�� .��., „ � �•. "��'� •1�: . r.., , �w ,+� .. . , , � , � .'� v ' �� ' ' �'' , ; , ' ' ' • . •� . � ' � n• J• !� • �11 � � . � � w •IR '� .M .I!', � .�� . , 1� � '� • .1` • � ' �� •�� , + • � � •. '� �) �;; v. /� , �1 + � f�� . ,�� '� ..1•� 1 � . . �• Ii . x �� Gt^'� �O� .� n � co o� � :./ �z . � . Exhibtt 'C' Rra1 Pt�opertr Da�crlptia� at • Za �r"p°+'�'J' Cauttnctlos Easep�eat out o� I�ot !�r 81och 14f-R Cbamb�MaGt Artta�to� Nel�,hta First FAtot 8ein� two p�t� � l�nd out of Lot is� 81ock 146-R. Ch�mbcrl�In,v.l��q� N�ighy� Ftrst Filin af �erorded iA Volwrie 385-1. Pa�e?2, PUet Recor+di. Tarnnt County� Ta�ar and w conveyed to 5u��n Hemin� by deed r�,�.�{ in Voltune 13267. P� purpose of cvnatnutin a s�nit � 133. Gaed Records� 7yurant Cour�ry� Texu far rhe �ant � •ry uwa ��t�m .r,d iy +,�n,�oe� �n �,� adjscent permuient tarY sewer easement u�d bein` ma�a p�rticvluly described u tollow�: Parc�e! ! ec`innin` at a polnt ln the Nortb liix of �aid Lot 13 u�d the South line of the Lovell Avenue ri�ht-ot-w�y (N 80 f� pUbik �i�ht-of-waY)� �rom whkb � ln" iron ro� f�d �A a�id Lovetl Avenue ri�hht-ot-way. for the Northerut eamer of s�ld I,ot IS and tt�e Northwqt c� of Lot 14� said Block I46-R beais South 89 de�rees� 33 minutq� 03 �erandi p.,a�t, 13.00 feet; �c'�: 3ou� ��. a6 mfnute�, 3? uconds West, tQ9.11 feet to the Nortl� line of a!0 foot utility eaumeat 1per a�id plat); 7"h�nce: witli the Nortb line ot�atd 10 foot utility ea�erne�t� We�t 20.00 feeh Thence; North Op de�rees. p,6 mtnuta� 37 �aconda F.ast, tpg.l� feet to the North IinC o tha 3outh line of aaid Goveli AveauQ ri�ht-o%wsy. from which a I/Z" �� f�d ,;n s id �d Loveli Avcnue �I�,ht-of-way. tor the Nv r t h w e� t c o f i, o t ! 6, �a ld 81ock 146.R bean Nort,h 8 9 d e °� ° f s° i d L o t 1 3 and Ihe Nvrthea�t comer �. 1 3 m i n u t e�, 0 3 seconda We�t� 23 feet; Thence: with the Nonh line of aaid Lvt !S and the South tine of s�id Lovei! Avrnue right-of-wA $9 d�iree�.13 minutea. 03 �econds Fas� 20.00 feet to the Place of 8e�iru�inj and contiin n u� 1,1$3 �quar+e feet of land. mor+e a 1��. � SS N•1�7 l'��nt►a►� 11 '1.V,1 P�r�hl w�:11'Aj P ��• 1 ul 1 � '� • � � � P�rce12 ee�lnnin� �t � point in the South line o�,� 10 toot utility easement (per �aid p1At)� from which � 1/1" iron rod found in the South lina of the Lovell Avenue right-of way (an gp foo� pub�;c ri�ht�of-w�y) for the Nortltwe�t comer of said Lot 13 and the TJarth�ast cotner ot L,ot 16� said 81ock 146-R bars tha followin= cour�es �nd diatar�c�,y: alpn� the South lina of �aid 10 foot utility easernent, West 13.00 leet to tha Wat Itne ot ��id Lot 13 and tha F,a�t lir� ot siid Lot 16, and No�th 00 dr�w, pQ, m�utes, 37 swvnds Eut, 1 l9,20 feet; Thenre: with the South lin� of s�id 10 foot utIlity easemen� p.ast 20,00 fe�rt. from whicb a 1!2" iron rod found in the 3outh lina of safd Loveli Avenue ri�t.of-way� for tbe Northea�t rvmer of sud t,ot 13 and the Northwest comer of l.o�t 14. satd Block 146-R bean t!� followin� course� and , di�tancw: with tbe Sauth ilne ots�ld 10 foot utility easemKn� East 2,41teet: continuin� with �he South iine of said !0 utility eaument, Sauth 7Z de�reea� ,q6 minute�, 41 second� Enet� 13. t7 fcd to tha common linp of �aid Loy 14 atad IS; with tha comnwn lines of �aid La� t4 and I 1� Nath 00 de�► 06 minute�� 37 ucondi Put, 122.98 �ext; Th�� s��h 00 d��ree�► 06 minutes. S7 ucond� Wcit� 43,56 ta the North line of � 3 foot utiliry casement (per sNid pl�t); lfience; with the North l ine of �aid 3 foot utility ea�tment� Karth gq d�� S3 miaute�. 03 serond� We�t, 20,00 feet; Thence: North 0p dc�a, p6 minute�, 37 �econdi East� q6.33 feet to the plece of begiru�in� and cont�tinln� 931 �quare feet of land, morc or less, Nott: Surv�eytd on Ihr �oub Au�utt 200� Not�: Bearinp an rshtivs ro 7tw 1VorN obf�lned IMom Oloba! Po�itbnins 9atellite Sy�tem (OPs) Oburv�tb�� Nortb M�erlcui Duura� 14A3 (NM 'A7)� Te�a� sraa Pi.n. eoordinaa sy�tem, IYoMA CendaJ Zone. KoM; Jn accord� rviV tM hxa� �� otAroteubn�t Land gu�rv�yfn� p�� Rufa ol P1'orsdurd urd Pt�ctkp� 663.19(9� tAla •Yeport" cotuba ot t!r Nsa1 p'topertr Deuripbn, Exhibh 'C'. included herein and � M�p of St�rvep. E�tblbk 'd, �ttached f�snewitA, Note: iA ��«a.,,�� t�, �n. hxy eoira or�rh�+o+W e..� sun�,�n� Denera! Rula uf Procedwei +uid Pt��ctker, b63.19(7). '"TAs cited in��rumentt w not nrceurlty tM ow�en of tht aubject pmperty bW are the �u�� onutnin� �he des�rlptioro vf Uw bounduiei s� sutv�eyed. S. Kevin Wer�1t11 Re�iueted P1+o�a�iur+al I.�nd .Sw�ey�N Teaa� Re�irp�lbn'Wr. S1i►p .Si�: .i D�tr. _ �oJ. //. �o�• y S3 N•t�7 CuntraN �) 1�V� p�►�1 M1?117h2 P��t 1 ��I 2 . I. � � T _ SeoN: 1'.4p• .i . J ��r , . �' � l�It^ .� MI � 9�.r Porctl t I��' !'��y� '� I� 54.39 Ae haet '' � , , .•� • ouf o! th� �� ,. �. �:.. .. Hoys covfnqlan surv�y� A-?S6 �i ' , � MDo�tnf Owntr Cifr o/ Forf Wqrth + iNo r�eo+d�nq �nlormohon ovaicDi�j �� , � "'� .•� . v • � � . . .,�� f rwa �MM �h�laN �•�IM terr Sw.Mr �h�� M�1, � !!�� S�v�w � a�. ,�. . . . . .. . n � Gr► '� q' GQ :• � n p�G ,�� J • f . T � 1 O.00' �' �' �. •��,. •�, •-\, ..�. •.` �"�. �, �'`•.. �• •�' ` . ` ''`. tOt: S a�'SJ'OJ' E tS.00' IOZ� wEST ?0 00' �o�: s e�s��or � 2a.00, �a� E�sr Iapp. �os: �►sr �.,,� io�: s �r.d�~�• E ��.»� �o� �r e��'o�• w ia oo� �oe �csr xs oo� . � '....' �• . • ' • ' ., ., ' � � . '. , � ';;� •� • .�. ..' '.; • . � Exhibit 'p' . Mop ot Surv�y �howinq a 2Q T�mporory i.OVell Avenue Con�fruction Eo��rnent (80' Pu blic R. 0. W. ) �ot t s� e� c�ie 146R Chomberlin 11rl;�qton Hei9ht� 1 !t iiilAq , ' � , � AFTER RECpfZpING [tETURN TO: Theodore P. Gorski, Jr, City Attorney's Office City of Fort Worth 1000 Throckmorton Street Fort Worth, Texas 76102 � , .. rs ,. ' . Ms. Suzanne i�enderson June I5,'2010 �'age 2 c: Mr, Tom Carr Attorney-at-Law 2501 Parkview Drive, Suite 405 Fort Worth, Texas 76102-5816 Mr. Stephen T. Meeks Linebarger, Goggan, Blair & Sampson 100 Throckmorton Street, Suite 300 Fort Worth, Texas 76102 Ms. Elizabeth Parmer Perdue, Brackett, Flores, Utt & Burns 307 West 7`h Street, Suite 1225 Fort Worth, Texas 76102 � � E i Jill Griffin Transportation & Public Works Mike Owen Transportation & Public Works SUZAjVNE HENDERSON COUNTY CLERK •'��°t'� � . �� .• � % '° 100 West Weathertord Fort Worth, TX 76196-0401 `••:;•., �M.' *. PHONE (817) 884-1195 CITY OF FORT WORTH CITY ATTORNEY'S OFFICE 1000 THROCKMORTON ST FT WORTH, TX 76102 Submitter; CITY OF FORT WORTH/RIGHT OF WAY AND EASEMENT TEAM DO NOT DESTROY WARN/NG - TH/S /S PART OF THE OFFIC/AL RECORD. Fited For Registration: 6/21/2010 10:57 AM Inst�urnent #: D210148290 J .��I' % f D210148290 13 PGS $60.00 ANY PROVISION WMICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW. Prepared by; SLDAVES � � �. I � � '�" � . , . . � I Lis Pendens Notice: Date: Executed by: Recorded in: � RELEASE 4F GIS PENDENS NOTICE September 9, 2009 � City of Fort Worth Document No, D209241346 Deed Records of Tarrant County, Texas � �.-t � �h • ; •`_- N � � c� c � N Property (inctuding any improvements): All that certain real estate designated for two permanent sanitary- sewer easements and two temporary construction easements for the development, construction, extension, improvement, maintenance, and all other uses generaily associated with the petitioner's municipal sanitary-sewer system. The two permanent sanitary- sewer easements and two temporary construction easements involve the titte or portions of the title of Lot I5, Block 146R, Chamberlain Arlington Heights, 1 n Filing, Fort Worth, Tarrant County, Texas, commonly known as 5307 Lovell Avenue; according to a plat thereof recorded in Volume 38$-S, Page 72, plat Records, Tanant County, Texas, and also is a portion of that certain land conveyed to Susan Herring, by deed recorded in Votume 13267, Page 153, of the Deed Records of Tarrant County, Texas. The property is more particularty described in the pleadings in thc lawsuit, numbered 2009-075366-2 and styled Ci1y of Fort Worth v. Susan Herrirrg, and/or �he Unknown Neirs artd Lega! Representatives of the Estate of Susan Nerring; City of Fort Worth; Fort Worth Independent School District; Tarrartt Court Texas; Water District; JPS Nospital D��trict; and Ta �ran �C'oun Regiona! Drstrtct. �y College m �: 0 .. � 0 For valuable consideration, the receipt and su�ciency of which is hereby acknowled City of Fort Worth hereby releases the property from the Lis Pendens Notice. ged, N�RRING (DOE 3764) - REGEASE OF LIS PENDEN4 Nn�rrrc PACE I --, � �� :� �: ; :' •1 _� �-. .._�,� :_;C'_J -� --, ,� � s} �7 � , 1.• . " , � .� � � Executed this 15�' day of June, 2010, STATE OF TEXqS § COUNTY OF TARRANT § 'I'his instrument was acknowiedged before me on the I S`�' day of June, 2010, by Theodore P. Gorski, Jr., as Assistant City Attorney of the City of Fort Worth, on behalf of the City. ANNETTE J. CONNOR � � " STATE OF' TE)(AS 1h►Conta. Exp.01H0/.ZQ1Z AFTER RECpRpING RETURN TO; T'heodore P. Gorski, Jc. Ciry Attorney's pffice C;cy of Fort Worth 1000 Throckmorton Street Fort Worth, Texas 76102 � / By: �l �j�G � Theodore P. Gorski, Jr. Assistant City Attorney � CITY OF FORT WORTH otary Public, State of Texas � NERRINC (DOE 3�64) — RELEASE OF LtS P H��'�+y �OTI � � PACE 2 • .. . r �� WRITER'S TELEPHONE ANp E-MAIL T 0 R T H (S!7)392•7627 T. GonklQfort�,o�gov.org June 15, 2010 Ms. Suzanne Henderson County Clerk Tarrant County Courthouse 100 West Weatherford Street Fort Worth, Texas 76 t 96-0401 R�: Cause No. 2009-075366-2 City of Fort Worth v, Susan Herring, et at. Dear Suzanne: WRITER'S FAX f8l7)392•8339 m ..,� � -. ry —i ��, 4 � c-> ^ n �' .C' `.' � � � r � �, �. �, , � . _. . .�,.. �„ '�`�'�J ''' � - �•� :_7 - . -._. -� � c? --� ; u, '�`' o ;� :;, I enclose the originals and one copy each of the Judgment and the Retease o Pendens in the numbered and entitied case. f Lis Please file the originals in the County Records of Tarrant Co return filed-stamped copies to me by the waiting messenger. Unh'� T�xas, and Also, please return to me the originais with the conformed file noted thereon, mark of the filing Thank you for your time and attention to this matter. Sincerely, � 1 Theodore P. Gorski, Jr. TPG:ac Enclnsure s � � �ne �ityofFort Worth * 1 - - --- -`-`•••`,_ ��OCk°°°rt0� S¢0� * F�rt Worth, Texas 76102 817-392-7600 ,t Faa 817-392-8359 0 , , Ms, Suzanne Nenderson , , J'une 1 S, 2010 � Page 2 �� Mr, Tom Carr Attorney-at-Law 2501 Parkview Drive, Suite 403 Fort Worth, Texas 76102-Sg 16 Mr, Stephen T, Meeks Linebarger, Goggan, Biair & Sampson 100 Throckmorton Street, Suite 300 Fort Worth, Texas 76102 Ms, Elizabeth Parmer Perdue, Brackett, Ftores, Utt & Burns 307 West 7�' Street, Suite 1225 Fort Worth, Texas 76 t 02 Jill Griffin Transportation & Public Works Mike Owen Transportation & Public Works � � r A • S'UZANNE HENDERSON . _ COUNTY CLERK .��r•••. :��'��"�''''''� � �:� � ti 100 West Weathertord Fort Worth, TX 76196-0401 ••��`""•"�� PHONE (817) 884-1195 CITY OF FORT WORTH CITY ATTORNEY'S OFFICE 1000 THROCKMORTON ST FT WORTH, TX 76102 Submitter: CiTY OF FORT WORTH/RIGHT OF WAY AND EASEMENT TEAM DO NOT DESTROY WARNING - THIS lS PART OF THE OFFiCIAL RECORD. Filed For Registration: 6/21/2010 10:57 AM Instrument #: D210148292 R 5 B,-�.--...._.i �R.c,..�.✓ Y� D210148292 PGS $28.00 ANY PROVISION WHICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW, ` Prepared by: SLDAVES �� • , L-2396 SS REHAB - PE #2 DOE # 4001 LIT"I'LEPAGE STREET LOT 1R, BLOCK 368, ' CHAMBERLAIN ARLINGTON HEIGHTS ADDTI'ION THE STATE OF TEXAS COUNTY OF TARRANT PERMANENT SANITARY SEWER EASEMENT THAT I/WE, FORT WORTH I.S.D. . hereinafter referred to as "Grantor", for and in consideration of One Dollar ($1.00) and other valuable consideration paid by the City of Fort Worth, a municipal corporation of Tarrant County, Texas, receipt of which is hereby acknowledged, do grant, bargain, and convey unto said City, its successors and assigns, the use and passage in, over, across, below and along the foliowing parcel or tract of land situated in Tarrant County, Texas, in accordance with Exhibits A and B attached hereto and incorporated herein by reference as to the Permanent Drainage and Utility Easement described therein, It is further agreed and understood that the City of Fort Worth will be permitted the use of the above described strip of land for the purpose of the construction and maintenance of a sahitary sewer main.. An ingress and egress easement shall be granted in order that access may be gained to the above described Permanent Sanitary Sewer Easement. TO HAVE AND TO HOLD the above described premises, together with all and singular, the rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors and assigns, forever. And I/we hereby bind myself/ourselves, my/our heirs, successors and assigns, to warrant and forever defend, all and singular, the said premises unto the said City of Fort Worth, its successors and assigns, against every person whomsoever lawiuily cluiming �or, to claim tlie �azne or any pat: ther.,c'� It is intended by these presents to convey a right-of-way to the said City of Fort Worth to maintain, construct and repair the above described improvements, with the usual rights of ingress and egress in the necessary use of such right-of-way, in and along said premises. IN V�TNESS WHEREOF, Grantors have caused this instrument to be executed on the �— day of Gc�"'-�' , 20 d�/. _ �QCS�D�N7 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT Hefore me, _" �-,Cl �� GUi �� /J� nf S , the undersigned authoriry, a notary public in and for the tate of �YA c . on this day personally appeared .CVivu t'. .� � l')tii i✓/Y�/, known to me to be the person whose name is subscribed to the foregoing instniment and acknowledged to me that helshe executed the same for the purpose and consideration therein expressed and in the capacity therein stated, /-E�t �� Giv under my hand and seal of office this the (O ` Day of —��c�./ --' 2�=L' " �/�� • .�. v�i Notary ublic in and for the State of Texas o�� Y GAYLE L. WILLIAMS My Commission Expires; b'� %�oT_ �O Notary Pubiic STATE OF TEXAS �� My Comm. ExD. 08/07/2004 G:\S URVEYUOB\020760�EASEMEN'i'S1L2396-Pti2-DED.DOC ADD,RESS OF GRANTEE; City of Forl WoHh Real Properry Management 1000 Throckmorlon Street Fort Wortl: TX 76102 M & C: DATE ��, AGEN1',�,'• ��•• DOE �.��4 City Of Fort Worth Real Property Servtces gngineccing Deparkment 900 Monroe Suect Suite 302 Fort Worth Tcxas 76102-6302 G:�SURVEWOH\020760�EASEMENTSU.2396-PE2•DED.DOC ' L-2396 SS REHAB PE #2 DOE # 4001 LITTLEPAGE STREET ' LOT iR, BLOCK 368, ' CHAMBERLAIN ARLINGTON HEIGHTS ADDITION EXHIBIT A 20 FOOT SANITARY SEWER EASEMENT B�ing an easement sih�ated in Lot 1R, Blook 368, Chamberlain Arlington Heights Addirion to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabrnet A, Slide 7742 of the Plat Records of Tarrant County, Texas, and being more particularly described by metes and bounds as follows: Commencing at the northeast corner of said Lot 1R: Thence North 89 Degrees 57 Minutes 26 Seconds West, 30.00 feet with the north line of said Lot 1R, to the northwest comer of a 60 foot utility easement as recorded in said Cabinet A, Slide 7742, for the POINT OF BEGiNNING; Thence South 00 Degrees 02 Minutes 34 Seconds West, 173.00 feet with the west line of said easement; Thence North 89 Degrees 57 Minutes 26 Seconds West, 20.00 feet; Thence North 00 Degrees 02 Minutes 34 Seconds East, 173.00 feet; to a point in the north line of said Lot 1R; Thence South 89 Degrees 57 Minutes 26 Seconds East, 20.00 feet with said north line to the POINT OF BEGINNING and containing 0.079 acres (3460 square feet) or land, more of less. 0 � �� ,� �`"""',: •,�' '` �• �X,�' : 1�'��1 '�a �� ,....,..�•;,�"��av, �:t ;. ,�„�s cr,r��,,..,.;;.��- y, {�',��,��"- ',=�,�' �,��. �rts�f;;' { ,a%�1�� Willis Carey D by III Registered Professional Land Surveyor Texas Registration No. 4622 Date Signed: - Z - 2GU .,.I ' I, I� i I I z I I i �H OW a� _ __ __ �� - GOODMAN AVENUE S 89°57'26" E H G� � � L7 a a H � d P.O.B. P.O.C. � K NA3L SE1 20' TEMPORARY � � CONSTRUC710N �/ � � / 60' EASEMENT UTILITY _ i I / � EAS�IENT � �OT 1R O� �� i BLOCK 368 CHAMBERLAIN ^ � n ( ARLINGTON HEIGNTS I N � � � ADDITION CAB, A. SL, 7742 W o � � � P.R.T.C.T. �l.� o ;�i, � I ( M '^ M o ��o � o M o 0 o I 20' SANITARY Z � �' � � SEWER —� � I I EASEMENT � � � 4001 �ITTLEPAGE ST � 4000 HORNE ST FORT WORTH ISD I � � FORT WORTH ISD 100 N. UNIVERSITY DR. ( � I 100 N. UNIVERSITY DR. FORT WORTH, TX 76107 ( � FORT WORTH, TX 76107 /� i � � i N 89°57'26" W ( � I 20.00' I � I I I i I I I I H W � � W � x l � _i I _. G�-��4� a��fj7� - - - - - warg Carey Da� m LIBBEY AVENUE Registered Protessional Lond Surveyor Texas Reqistration No. 462 � Date signed: �� ,_� [� � W ��;,. Q�•..TF a� �-239fi SS REHAB �pf��sr�p;;o y� k � PE �/2 � � : DOE �j .•:•••••••••..•••••.•.••:•• 4001 LI1l'IEPAGE STREET Willis Corey Oarby�lll ..y .....................ti. LOT iR, BLOCK 368, :q 4622 P;' •, EXHIBIT B CHAMBERLAIN ARIINGtON �'•;oF `o?.� � HEIGNTS ADDITION qN .,Es s,, yo SHOWING A 20 FOOT ° suR�� SANITARY SEWER�EASEMENT SITUATED IN THE CHAMBERLAIN ARLINGTON HEIGHTS ADDITION DRAWN 8Y: AlK DATE: Ja�uory : DWC. NO.: APPROVED BY: WCD SHT. N0. 2004 � � � �i�.lj�►$(W�l��s�9 1L.�o1Lo�o %GlV �1DJ(LV �=rru6�Yj Jlll.f�! Vl Va.:�II9►� tL1V9.�' y�LJf/6 W JG d�� 1701 R1YER RUN /SUIiE 610 /F�ti YDRTN, T1G76107 /t81))335-9900 /fA1G(Bt7)335-9955 i LJ I 1 �� = 40' LOT 1R BLOCK 81 CHAMBERLAIN ARLINGTON HEIGHTS ADDITION CAB, A. SL. 7742 P.R.T,C.T. L-2396 55 REHAB TCE N2 DOEN 4001 LITTLBPAGE STREET LOT 1R, BLOCK 368, CHAMBERLAIN ARLINGTON HEIGHTS ADDIT►ON TEMPORARY CONSTRUCTION EASEMENT TI-IAT I/WE, FORT WORTH I.S.D., hereinafter refened to as "Grantor" for ' and in consideration of One Dollar ($1,00) and other valuable consideration paid by the ' City of Fort Worth, a municipal corporation of Tarrant County, Texas receipt of which is h$reby acknowledged, do grant, bargain and convey unto said City, its successors and , assigns, the use and passage in, over, across, below and along the following parcel or tract ' of land situated in Tarrant County, Texas, in accordance with the plat hereto attached, to- wit: TEMPORARY CONSTRUCTION UTILITY EASEMENT (See attached Exhibit A) It is further agreed and understood that the City of Fort Worth will be permitted the use of the above described sfip of land for the purpose of the construction of said sanitary sewer main. Upon completion of said sanitary sewer main and its acceptance by the City of Fort Worth, Texas, all rights granted within the above described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described premises, together with, all and singular, the rights and appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors and assigns, until the completion of construction. And Uwe do hereby bind myself/ourselves, my/our heirs, successors, and assigns, to warrant and forever defend, all and singular, the said premises unto the said City of Fort Worth, its successors and assigns, against every person whomsoever lawfully ciaiming or to claim the same or any part thereof. It is intended by these presents to convey a right-of-way to the suid Cih; ef Fort Worth to construct the described improvements, with the usual rights of ingress and egress in the necessary use of such right-of-way, in and along said premises. IN WITNESS WHEREOF, Grantors have caused this instrument to be executed on this the �a � day of �AJ , 200�. � O er(s) Owner(s) G:4SURVEYVOB\020760�EASEMENTS\L2396-TEMPORARY CONST ESMT.DOC i i. �, i� i i � �� oW aa� �� GOODMAN AVENUE S 89°57'26" E ll ssva� , � 5' CHA I NL I NK �-. W � L/) � a W H H � � o� j I � � Q� X- M � � � � I ' � I � I LOT 1 R ��j p � BLOCK 368 M I CHAMBERLAIN iV � � � I ARLINGTON HEIGHTS � Q .i UTI ITY ADDITION 0 °�' ' EASrENT � CAB, A. SL. 7742 Z � � a I P.R.T.C.T, g �, � F � y M a Z � �� N I rE � ; � J °: I �o a� N JW 20' TEMPORARY a �s � CONSTRUCTION � � � EASEMENT � � � � / N 89°57'26" W I 20.00' I w I • ( ¢w � I � °� 4001 �ITTLEPAGE ST � °- � FORT WORTH ISD � w 100 N. UNIVER5ITY DR. � Q� � � FORT WORTH, TX 76107 I � � I � � ( ( -- -- --� �-- LIBBEY AVENUE �� OWW p4 �� ( :� ( 1'� = 40� NI.INK F LOT 1R BLOCK 81 CHAMBERI.AIN ARLINGTON HEIGHTS ADDITION CAB, A.'`SL. 7742 P.R.T.C.T. 20' SANITARY SEWER EASEMENT 4000 HORNE ST FORT WORTH ISD 100 N. UNIVERSITY DR. FORT WORTH, TX 76107 W � � W � O � L-2�P6 SS P.EHA9 TCE �j2 DOE {J 4001 LITTLEPAGE STREET LOT 1R, BIOCK 368 EXHIBIT A CHAMBERIAIN ARLINGTON HEIGHTS ADDITION SHOWING A 20 FOOT TEMPORARY CONSTRUC710N EASEMENT SITUATED IN THE CHAMBERLAIN ARLINGTON HEIGHTS ADDITION DRAWN BY: ALK OATE: Jonuary 26, 2004 DWC. NO.: APPROV�D BY; WCD � ,� �'��91Lo1Lo �'� .l�.�`l�l�`l�.�� .t��l�►4' �� +}�� U01 R(VER RUN /SUITE 610 /fOtT WRTH, TX76101 /(Bl7)335-9900 /fAX�(8►T)335-9955 SHT. N0. I ENVIRONMENTAL STATEMENT City of Fort Worth Real Property Management Office 927 Taylor Street Fort Worth, Texas '16102 Re: 4001 LITTLEPAGE 5TREET LOT-1R, BLK-368, CHAMBERLAIN ARLINGTON HEIGHTS DOE# 3764 PARCEL# 2 PERMANENT SASIITA.RY SEWER EASEMENT To the best of my/our knowledge, neither myself/ourselves nor any person(s) has ever disposed of, or will ever dispose of, any hazardous material or substance upon, under, or through the property that is involved in the easement that was granted on ��/6� �� Date Date e :. i . , I- CITY OF FTW 900 MONROE ST SUITE 302 F7 WORTH TX 76102 Submitter: CITY OF FORT WORTH/ENGINEERING REAL PROPEI SUZANNE HENDERSON TARRANT COUNTY CLERK . TARRANT COUNTY COURTHOUSE 100 WEST WEATHERFORD FORT WORTH, TX 76196-0401 D4 NOT DESTROY . WARN/NG - THIS /S PART OF THE OFFICIAL RECORD. Filed For Registratio : 07/1512008 09:24 AM Instrument : D208274287 E !„ 8 PG5 �40.00 ��I�I I�IIf IIIII �I'�I ��I' II�II I�III IIfI I��I D208274287 ANY PROVISION WHICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF CC)LOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW. Printed by: MV M & C: DATE 0 AGENT � 1 1)C)� #3�I�v� � Tarrant Appraisal District Real Estate � 01/04/2p10 � �„ � Account Number: 400i9570 Georeference: 7000-368-1 R Property Locatian: 4001 Littlepage St, Fort Worth Owner Information: Fort Worth ISD 100 N University Dr Fort Worth Tx 76107-1360 Legai Description: ChambeHain Ariington Hts 2Nd Blk 368 Lot 1 R Taxing Jurisdictions: 026 City of Fort Worth 099 Regional Water District 220 Tarrant County 224 Tarrant County Hospital Dist 225 Tarrant County College Dist 905 Fort Worth ISD This informaiion is intended for reference only and is subject io change, It may not accurately reflect the complete status of !he account as actuaily carried in TAD's database. Pro osed Values for Tax Year 2010 � Land . impr 2tl10 Total"'` Market V�lue $o $0 �0 A raised Value* . �0 �0 �0 A roxima�e Size*"� 54,102 Land Acres 3.2364 l.antt S Ft 140,980 ` Appraised value may be less than maricet value due to state-mandated UmitaUons on value increases " A zero value indicates.that the property record has not yet been completed for fhe indicated tax year '"" Rounded � 5-Year Value History Tax Year XMP Appraised Appraised Appraised Market Land Market Im r Market Tatai Land Impr Total ' p 2009 006 �70,49 51,228,115 �1,298,605 �7049 512281IS 51298605 2008 006 200'7 006 2006 006 2005 006 570, � Exemptions: Absolute Government Property Data Deed Oate: 01/01/2002 Deed Vol: 000000 Deed Page: 0000 Year Built: 1956 TAD Map: 2024 380 ' MAPSC0:074R Agent: None 51,228,! 15 S 1,228,115 S 1,228,115 51,228,115 , , > > > $1,298,605 570,49 �1,228,115 $1,298,605 51,298,605 570,49 a1,228,115 51,298,605 51,298,605 570,49 51,228,115 51,298,605 SI,298,605 570,49 �1,228,115 $1,298,605 P�otest Deadline: Class:061 State Code: F1 Commerciai Garage Bays: 00 Central Air: Central Neat: Pool: N SIGNED TEMPORARY RIGHTS OF ENTRY As of October 20, 2011, most of the Temporary Rights of Entry required for this project have been received signed. The signed Temporary Rights of Entry are attached. (TROE numbers 1,2,4-12, 14, 16, 19-27,29-43, 45-51, 54-60, 62-64, 67, and 69). ', ! Sanitary Sewer Main 272-D2 '- , Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer` Rehaiiititation Contract I.,III (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 2815 Fairfield Avenue Lot 12, Block Z Ridgtea North Addition b� TEMPORARY RIGHT-OF-ENTRY AGREEMENT y Kurz, Gladys Ruth Stepp, Owner, herewith grants permissian to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 12, Block 2, Ridglea North Addition, also described as 2815 Fairfield Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitaty Sewer Main l 59. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises tn the same condition that existed prior to entry, If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this S day of _ ,��/�, ►-- , 20 7 by �+ 6�adys��i.�'iti�i'epp, owner. A�`'4'(� �r.,r,e.s .�no�.v� o wye.!"' o� ' 1 , , . � . 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(�t} t.��c��r�c�in�:tpon h�� t�ctn r�'w��t:�r�'..j �kk�lMt`(� i�#��a.._.`.. ��" i)#!k' ()�, ' ' a .� ,� .. 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K�uz Hoover. . ,r�►�� o� ' �j�. t+onn wa� ? * /� * STAtE OF TptAS '� �of �M Oaam. &p. OetaM� 14 �D10 day ot_�ip�}—�� y .�_�.._ � N pabla, SGttc �� Signed this � D�y of, �.1.2 : 'r1�A07 , . �2:��1t/.� Thia um�trumq�t w�aa signcd �tnnd acfcaowkd tJ ��Y of � J ��. _ Eed before e�c on tfie '��,. �.�'��- • 2007 by o1r`^° •�•{• ;. `r c . .::;C)5u � � ��,`4� I:• �.Ar- aUliLiC a„��:` S� r,i ��'�* rEXAS . '�.oc��.; .. �-n.nr: � �: rf.?�.po �''� Pub c, ,•.., , . �.-.�a-r otTcr� J �g�cd this� Dsy o� _sj �, ,�. Z047 ��a Thia instr�meat w,�s �Igned �nd xcknmvkd �arrel( Snow) Dari,dl Snow. � before mc on the ��-�'•d�y Q��.� 20tY1 by ,\Ni11N�� `•�•""°%�� OWI6HT M. JACKSOk = e0.��• E NOW P r""' ' ry ublic, State ot Tax�� %,�;� .�;�F My Commission Expfres s ''N;,",� ;; �`' December 23, 2009 ` N St�tte o ez ""'--- SigAed this_�� Day of, .S . 2407 __1�,�, av�d 'Ttus uastruasent �vas se�nea snc! �cknawled�c�i before me on t�e �� D�vid S�ow. �9 of 5��, 2007 by MAR HOLT * Flotiry Pu�pc, saa ot texn My Commission ERpiry 11.11.200d � NO�n' c, St�tc of Tezaa Tarrant Appraisal District Real Estate 01 /04/2010 � � Account Number: 02418614 Gsoreference: 34380-2-12 Property Location: 2815 Fairteld Ave, Fort Worth Owner Information: Snow, Donald J 2815 �airtield Ave Fort Worth Tx 76116-4622 2 prior Owners Legal Description: Rldglea North Addition Blk 2 lot 12 Taxing Jurisdictions: 026 City of Fort Worth 099 Regional Water District 22p Tarrant County 224 Tarrant County Hospital Dist 225 Tarrant County College Dist 71iis information is intended for reterence only and is sub)ect oo h nge. Itt m�ay nosauccurately reflect fhe complete status of the account as actually carried in TAD's database. Pro osed Values for Tax Year 2010 L.and Impr 2010 Total"" Market Value �p ap �� A�praised Value* $0 SO cn �•`� 1,190 Land Acres 0.0000 Land S Ft o ' Apprafsed value may be less than maricet value due to state-mandated limitations on value increases " A zero value Indicates that the property recnrd has not yet been completed for the lndicated tax year ""* Rounded Tax 2009 010 2008 OOQ 2007 030 2006 030 2005 030 5-Year Value His Appraised Apprafsed Appraised Land Impr fiuWl 558,900 S71,100 �130,000 �58,900 �80,600 5139,500 530,900 �94,000 5124.onn S89 Exemptions: Generai Homestead Property Data Deed Date: 09/O6/2007 Instrument: 0207376536 Year Built: 1942 Pct Complete: 100 TAD Map: 2024 388 MAPSCO: 074L Agent: None Class: 006 State Code: A1 Singie Famity Garage Bays: 02 Centrai Air: Y Central Heat: Y Pool: N 5124 5117; 5112, Marke� Land � Market Impr ( Market Totai 5117,500 S30 5112,400 � �30 Protest Deadline: r i. _� Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer RehabiUtation Contract LIII (53) Water Project No. PS58-0705$0175080 D.O.E. Project No. 3764 6244 Malvey Avenue Lot 11, Block 2, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT 0 Stier, Molly J., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 1 l, Block 2, Ridglea North Addition, also described as 6244 Malvey Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Main 159. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry, If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this 30�ay of GQr��,J , 2q� by Stier, Molly J., owner. OWNERS; . �b2� . '�. .� W � W � Q J _..: � — — 13 14 15 16 2$O1 FAIRFIEI.D AVE I � I I CAROLN' C�YDE M JR & I6245 CALMONT AVE � 6241 CALMONT AVE � 6237 CAI,MONT AVE 2801 FAIRFIELD AVE RILEY, RICHARD D JR BASHAM, MELISSA L SHELTON, DORLAND C � FORT WORTH, TX 76116 6245 CALMONT AVE 6241 CALMONT AVE 432 MEADOW HILL FORT WORTH, TX 76116 FORT WORTH, TX 76116 FORT WORTH, TX 761Of � j � ` � / pw Z , � \ ZY � �� CONCRETE � -+ r, %� STRIPS % // v / Z �' \ z �' % ITH DIRT �ME ;� � W000 ', �// �� _ � I . FRAME , � . GM • �/ � �S�"x^-mv-r ,. � �. / N ��. \ � 5HRU8S. ' '%%t • • i � `t��► t t� 1r1�' � � � � � i� �t �.-��\,ti��j�►•r.- , � �'�� - - .� � �RT!'� ; • . I' � 2815 FAIRFIELD AVE N KURZ, GLADYS RUTN � STEPP 3520 EMERALD DR. � MESQUITE, TX 75150 12 � �P r54 - - - TEMPORARY RIGNT OF ENTRY LOT it BLOCK 2 mcrt, Mour r u�. r+u.vcr �vcru� va�iuc �ow0�"'is�.'"iw�x��i�u o.wi.c.r, " 64+00'�''r:� � , BERRY / � � I �Z• �� 6240 MALVEY AVE 3 STEPHENS, ANNA L Z� 6240 MALVEY AVE M FORT WORTH, TX 76116 -- ?� ! � 11 10 - EXH 1 B IT "q" � ri gl � � 0 � PARCEL ND. 2 6244 MALVEY AVENUE LDT 1 1 BLOCK 2 RIDGLEA NC]RTH ADC�ITIpN V� L. 1 �884, PG. 1 455 P. R.T. C.T. � I SHED SHED � 6236 MALVEI DAY, JAMES 6236 MALVEI F'ORT WORtH 9 _ y � � Sanita�y Sewer Main 272-D2 Sanitaty Sewer System Rehabititation aad Improvements Sani'taiy Sewer Re6abilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6236 Malvey Avenue Lot 9, Btock 2, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Day, James L., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 9, Block 2, Rid�lea North Addition, also dcscribed as 6236 Malvey Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Main 159. Any enhy and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this �_ day of _l(/'D`�!'�•�,, 20 b Da James L., owner. ' � y Y� , s � 0 � .. 0 J 1 I 15 >. � , �) � AVE ( 6241 CALMONT AVE � D JR BASHAM, MELISSA L � AVE 6241 CALMONT AVE TX 76116 FORT WORTH, TX 76116 �. � \ � .� . ,} , �) t: � � ` 4.. .• y \` i ,, •r " '�.��-. ;.`: ;.i j \ i � �''WOOD � '' �. : iRAA1E � •r: ,� a�RA�; �\ `'% I 16 � � 6237 CALMONT AVE SHELTON, DORLAND C 432 MEADOW HII.L FORT WORTW, TX 76108 ; i / �� I / �� % � '� , Xl.� l G;+ % . . 3� f��:-s� �; j , ;i'�! �� .J ;,, t 1� I� i, J f- ,,,.. ' � ' eo . .�:rtbi'� 3 ! /`�-J J ( 1 ;' / `� SHED � i/ j �� 1�% % r ' �; j / ;„-•!<1�t{f3t fT�:l' ...'>'� r f� 1� �:� � `\N � ,�iJ � , !7 y� 5;' ( /EY AVE -•�� ' � _LY J � ` 1 �z"c::nFre...� %� `. .; /EY AVE 6240 MALVEY AVE TH, TX 76116 STEPHENS, ANNA L •� 6240 MALVEY AVE � FORT WORTH, TX 76116 �Or�Y�,W1E$K�� ' �t�6 �t�WIY N+[MK �011T WOR11l 11t 7�11{ ,«„� .,,.. .� �� ' O.R,T.C). ' 1 �p 1 9 _. .,.,,. — — � MALVEY AVENUE TEMPORARY RIGHT OF ENTRY EXH 1 B IT ��A" r>� i.}+rl;rl �-'�-' �r s�a ; �,i:i.� 8' EASE E ( � 6232 MALVEY AVE ECHOLS, GLORIA D 6232 MAIVEY AVE FORT WORTH, TX 76116 O� I 2 g � _ � — �� PARCEL Np. 4 6236 MAL.VEY AVENUE L.-OT 9 B Lt� C K 2 RIDGLEA NDRTH ADDITIpN V� L. 8 1 1 4, PC, 2 p 54 P.R.T.C.T. (6233 CALMONT AVE ' ' �HEL8ING, RICHARD & ( � TOMASANI �4904 T�RRACE TR, � 18 � FORT WORTH, TX 76114 ;;s •<•: �' 17 6229 CALMONT AVE i BECKHAM, ALAN C & "' CHRISTINE � 6229 CAIMONT AVE .� �FORT WORTH, TX 7611� s I I WOOD i�, fRAME '•; ' 1 � � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (S3) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6232 Malvey Avenue Lot 8, Block 2, Ridglea North Addition TEMPORARY 12IGgT-OF ENTRY AGREEII�IENT Echols, Gloria D., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 8, B]ock 2, Ridglea North Addition, alsa described as 6232 Malvey Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Main 159. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the R.ight-of-Entry agreement shall be permissive and sha11 not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same coridition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather perniitting. This agreement is executed this �_ day of �"% �. Gloria D., owner. � 20_, by Echols, O'�VNERS; ��•�` �'._�0,�� , z � 0 6 � 17 16 I I 18 I 19 6233 CALMONT AVE ( �HELBING, RICHARD & I I TOMASANI AVE � 6237 CALMONT AVE I4904 TERRACE 7R. I I �q � SHELTON, DORLAND C FORT WORTH, TX 76114 6237 CALMONT AVE � AVE Z 6229 CALMONT AVE 'X 76116 �ORT WORTH, TX 76116 � BECKHAM, ALAN C& � CHRISTINE W / _� 6229 CALMONT AVE ? o s4 = I FORT WORTH, TX 761 1 f Y 3l� . V � � � j� � I I Z / � ;. � s / � % w000 �' • Gid % / � FRAME � / Y,/ , \ . .. . SHkU .. . •.i .. . / " � %�! Ei' � -, LII•Jk HAIN' _ . HOO�a..r�� v� j Y ' % / � / SHEO SHEO / / � SHED � � Y 12"CE�AR z ...� � x �LVEY AVE � S, ANNA L '� 6236 MALVEY AVE �LVEY AVE DAY, JAMES L )RTH, TX 76116 6236 MALVEY AVE ' FORT WORTH, TX 76116 10 � 9 �-'��-' PP SHRUBS LOT 0 BLOCK 2 ECHOLS, CLORN D eau uu�ev �vauE �OR/ Mion'iM, ift 7et1• VDLUIIE 10064. PACE 47bt D.II.T.C.T. � TEMPORARY RIGHT OF ENTRY EXHIBIT ��A�� % � PARCEL NO. 5 6232 MALVEY AVENUE LOT S BL.pCK 2 RIDGLEA NC7RTH ADDITION VO L. 1 0084, PG. 22 5 1 P. R.T. G.T. r i � � ��c � � � � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080, D.O.E. Project No. 3764 G233 Calmoat Avenue Lot 17, Block 2, Ridglea Nortb Additioa Fort Worth, Texas 76116 CITY OF FORT WURTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS �§ § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter refened t� as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein a.fter referred to as "Grantee" a temporary right of entry onto property described as Block 2, Lot 17, Ridglea North Addition as shown on the deed recorded in Instrument number D207341699 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafler refened to as the "Property", for the purpose of construction of new sewer line within an existin easement and disconnecting home from old sewer line. and reconnectine to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned praperty. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to ' accessing the Property under this Right of Entry. � ------._�__ Y _ --- - _ .._- ._._ _�.__ --- ------__.. ...._- -- _.._ - --... _ ___.__ .._ _. --- _. ---- --- - _ _._._.. _ EXECUTED this the � da of ' , 20� � . GRANTOR: --� (Please Print) ii� �.- iature) O��r �- hccu� �1 ��ckt.� �a�, � �;1Q,�. (Authorized Title) '✓ � �n� � ��w �� TEMPORARY RIGHT OF ENTRY {�,M�N `` G� Rev. 6/2007 G:\12)0\3750-32�PRO1EC71RIGHTS OF ENTRYIROE_2010-01•12\U6ROE.DOC Y ♦ v C • I � RIGHT OFp�NTRY� CALMONT AVENUE �or t � e�oc►t 2 � 9 15 1 6 HELBING, LISA MARIE 6233 CALMONT AVENUE I I�STRUMEM' NUMB�R D20734169� ' O.R.T.C.T. �1 CALMONT AVE I 6237 CAIMONT AVE 18 ' �HAM, MELISSA L SHE�TON, DORLAND C ' �1 CALMONT AVE 432 MEADOW HILL 2T WORTH, TX 76116 FORT WORTH, TX 76108 �' � � 6229 CAI.MONT AVE iJ . T w • �� Y \ � ii;i : \ � 000 � �e . \ .. ARAGE% . %� �/ - �S 'r 64+00' �•� � � � ' � � 20, BECKHAM, A�AN C & / � CHRISTINE o W 6229 CALMONT AVE I 3� � (FORT WORTH, TX 761 1@ / . ,�� I j ,,;; � %-,, ��; , i r.. '% /. i woo ��^" �� F�`"' 8' EASE ENT F'OR UTII SHRU ' 4' tHP,I�J ^ LItJK ' ,M 'p PP � ( `j Sii('UE35 � (` � �_ / SHEO � SHED SHED � ' 4/ \ ' � ERR'r - � � ' '^�' 6232 MALVEY AVE i�"�GDN�� CHOLS, GLORIA D 6232 MALVEY AVE 6240 MALVEY AVE r FORT WORTH, 7X 76116 S7RIPLING, JASON & L �' • M OWEN 't 6236 MALVEY AVE I ' 418 VALLEY VIEW C7 pAY, JAMES L � AlEDO, TX 76008 6236 MALVEY AVE � ' � --___� , N � a � � ' FORT WORTH, TX 76116 � g � � g J / �_ — — MALVEY AVEN U E EXH I B IT "A�� % PARC�L NO. 6 � '� 6233 CALMDNT AVENUE 0 � LDT 17 BLOCK Z � � ; RIDGLEA NL7RTH ADDITION � INSTRUMENT NUMBER DZCI'7341699 n I � �o P. R.T. C.T. �� Q� �o N /� lJ ii PLOTTEDt Jon 12,2010 — t: w (. � �„ S�nitary Sewer Main 2'72-D2 �anitary S�wer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PSS8-070580175080 D.O.E. Project No. 3764 6237 Catmont Avenue Lot 16, Btock 2, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT � Shelton, Dorland C., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 16, Biock 2, Ridglea Addition, also described as 6237 Calmont Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Main 159. Any entry and use of the premises by the City of Fort Worth or its independent contracto.r under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be perf'ormed in a timely manner, weather permitting. This agreement is executed this (, � d� Dorland C., Owner. ,s n, _ - +' wt . .� TEMPORARY RIGHT OF ENTRY _ _ _ _ _ � CALMONT AVENUE 14 15 16 I 20� 6233 CAI,MONT AVE �HELBING, RICHARD & � TOMASANI CA�MONT AVE � 6241 CALMONT AVE �4904 TERRACE TR, � 18 RICHARD D JR BASHAM, MELISSA � LOT 16 BLOCK 2 FORT WORTH, TX 76114 CAI,MONT AVE 6241 CA�MONT AVE SHELTON, OORLAND C �� WORTH, TX 761 16 FORT WORTH, TX 761 16 fORT WOR HDO� H�6108 '.'r.�' vo�uME o, PAGE 0 �"' � � 6229 CALMONT AV � o.R.T.c.r, � BECKHAM, ALAN C i`,.,� ; \ v � CNRISTiNE ''� � f:° $ W�� 6229 CALMONT AV � ;`• � � �• � N 3 � �} �FORT WORTH, TX ; ' t ; Q �'"�'` � :,, " ' f \\ :.. , jj �! I f �% ''WOOD f� . "" / � �' FRAME � � �i . ' WOOb ' ,._..�,.� •.(' /��%`.f% �� SHf?k/•: r:1. , FRAME f I r� f �� .... 3i':�'i:!f9it'.��ili _ 4' ��Qt�� 0 v rv, R .•,;�( ��' MCIAI. C `� 6�}'i'QQ 'S�• , . , �/ y; �i.l:«�:�:) / � � . f%1�`. �/ � 7 i l /� '�� %r�. ; ! � w. i.. 'it ,(„�2?�!'>:�.y .. / , j�� /� %� ,;'r; , ' ; ; ;� METAL SHED � SHED SHED r ( 1 r i r �% � vt��. ;^,;:�;)::', y� ...i�, ir !� ` � ^�. ` �� ' 4,�:� � Z44 MALVEY AVE ;-�, ;� � �� -IER, MOLLY J • � '�"+::.L��?f' � �\ 244 MALVEY AVE � �J ' )RT WORTH, TX 76116 6Z40 MALVEY AVE :`'.�� STEPHENS, ANNA � �� 6240 MALVEY AVE 6236 MALVEY AVE FORT WORTH, TX 76116, pAY, JAMES L � 6236 MALVEY AVE � FORT WORTH, TX 76116 1 11 ' 10 � 9 1 MALVEY AVENUE EXHIBIT "q" � a � H O J a N ^�.�^�•� �.;. �� l�:�:f�35 I I 6232 MALVEY AVE ECHOLS, GLORIA D 6232 MALVEY AVE FORT WORTH, TX 76116 � ( \ 8 � \ PARCEL NO. 7 6237 CALML7NT AVENUE Lt7T 16 BLC]CK 2 RIDGLEA NDRTH ADDITIpN V�L. �, PG. � P•R.T.C.T. ,, ..� ' • ' i Sx�nitary,Sewer Main 272-D2 < Sa�itary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6241 Calmunt Avenue Lot 1S, Block 2, Ridglea North Addition u TEMPORARY RIGHT-OF-ENTRY AGREEMENT Basham, Melissa L., Owner, herewith grants permission to the City of Fort Worth and its independent contractar, to enter upon the owners' property located at Lot 1 S, Block 2, Ridglea North Addition, also described as 6241 Calmont Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Main 159. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of , 2 , by Basham, Melissa L., owner. OWNE .. , o TE�APORARY RIGHT OF ENTRY --� CALMONT AVENUE �� 13 14 15 16 6233 CAIMONT AVE =�D AVE I ( �HELBING, RICHARD & TOMASANI 'DE M JR & � ' LOT 15 BLOCK 2 ( 6237 CALMONT AVE (4g04 TERRACE TR. 6245 CALMONT AVE BASHAM, MELISSA L FORT WORTH, TX 761' =�D AVE RILEY, RICHARD D JR 6241 CALMONT AVENUE SHELTON, DORLAND C I, TX 76116 6245 CALMONT AVE �o� woRh+, rx �e��s 432 MEADOW HIL� �; FORT WORTH, TX 76116 VOLUME 12779, PAGE 233 FORT WORTH, TX 76108 f:' W D.R.T.C.T. � % <� � 'c. � +� :.J / �l C: Y �.: O � o z � .J Q � T_. / � � O x � , . �' G J 3 � :4: � �• f iA / \ ' J � ..:./� � 1 : / �. / Y WOOD' \ � /� ....... �E/ , �' ��E ,� `� • Gt.s � � / FRAME / / � � \ � 5t�;t�� ,C/ � • �� ` �., . 1 � � � ,M � ., ' !� �� . ,��I.�iC I �'`.�-Et;{� >`� t•.t �,�� SH:?UB:� �/ � � r � �� [%//.i � - — — SFIRI � t • ! i ; � � M AI, k�� •. � SHED ' Z��+.+.C��i2>i't � � � SHEO SHED ` � r t � 3�"HAf; —�� J �l// ` a! 3�.Rr1y r � u , t . f,� ,� , "•" y.1. 6244 MALVEY AVE � �STIER, MOLI.Y J � RFIELD AVE 6244 MALVEY AVE ADYS RUTH FORT WORTH, TX 76116 ERALD DR, i :, TX 75150 � ' � � 12 I 11 � � � � �' 6232 MAL� :2"cEDn� �••� � ECHOIS, G 6232 MA�� 624a MALVEY AVE � FORT WORT STEPHENS, ANNA l. a 6240 MALVEY AVE N 6236 MALVEY AVE FORT WORTH, TX 76116 DAY, JAMES � 6236 MALVEY AVE � ' FORT WORTH, TX 76116 � 10 � g � MALVEY AVENUE EXH i B IT ��A�� , C � 0 � PARCEL Np. 8 6241 CALMt�NT AVENUE L�T 1 5 BLpCK 2 RIDGLEA NCIRTH ADDITION VOL. 12779, PC. 233 . P.R.T.C.T. � �� Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # 09 Doe # 3764 / WO# PS58-070580175080 ' 6245 Calmont Ave Lot 14, Block 2, Ridglea North Addition CITY OF FORT WORTI3 TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § ` § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as"Grantee" a temporary right of entry onto property described as Block 2, Lot 14, Ridglea North Addition also described as 6245 Calmont Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private seivice to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. 'This Right af Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in � immediately prior to accessing the Property under this Right of Entry. EXECUTED this the �_ day of GRANTOR: Robert & Rebecca Sern obert e TEMPORARY RIGHT OF ENTRY Rev. 6/2007 .. TEMPORARY RIGHT OF ENTRY _ � W � 13 14 15 16 2801 FAIRFIELD AVE I WILSON, CLYDE M JR & LOT 14 BLOCK 2 6241 CALMONT AVE � 6237 CALMONT AVE I CAROL RILEY, RICHARD D JR gASHAM, MELISSA L SHELTpN, DOR�AND 2801 FAIRFIELD AVE 6245 CALMONT AVENUE I FORT WORTH, TX 76116 FORT WORTH, tx 7stts 6241 CALMONT AVE 6237 CALMON7 AVE VOLUME 14379, PAGE 460 FORT WORTH, TX 76116 FORT WORTH, TX 7 W D.R.T.C.T. U z / � � � v Z � � _i \ / Y y 2 / _ � f CONCREfE � � � \ Z STRIPS = �p WITH DIRT �E er / v E � un� ier . / • .n.n.nr \ . C''`'+ _ • � ��r�t�� ji�� , �?� . ' �il,� a �..� ' �.� : , 2815 FAIRFIELD AVE KURZ, GLADYS RUTH STEPP � 2815 FAIRFIELD AVE FOR7 WORTH, TX 76116 � � 12 � � / 72"CEDAR � SHED S� z \ � x z � a 6240 MALVEY AVE � STEPHENS, ANNA L � 6240 MALVEY AVE FORT WOR7H, TX 76116 � 10 � / 12"HACKBERRY 6244 MA�VEY AVE STIER, MOLLY J 6244 MALVEY AVE FORT WORTH, TX 76116 11 � � EXH 1 B IT ��A�� PARCEL NO. 9 6245 CALMONT AVENUE LOT 14 BLL7CK 2 RIDGLEA NORTH ADDITIDN VD L. 1 43'79, PG. 460 P. R.T. C.T. 6236 MA DAY, JAM 6236 MA FORT WO ��c . . 11 , - Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LTII (53) ' Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6307 Rosemont Avenue E 100' of L�t 10, Block 29, Ridglea Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Pace, Joe K. Etux T. Ann, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at E 100' of Lot 10, Block 29, Ridglea Addition, also described as 6307 Rosemont (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. . L . , /L / / (d This agreement is executed this �s�(� day of '�� —�-•(��-��Y �, 20 ��by Pace, Joe K. Etux T. Ann, owner. � ` OWNERS; �- � �� , �.� /.� t� �, v Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # 11 Doe # 3764 / WO# P558-070580175080 6307 Rosemont Ave E 100 Lot 10, Block 29, Ridglea Addition CITY OF FORT WORTH TEMPORARY RIGI3T OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRAlVT § That the undersigned, hereinafter referred to as"Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 29, E 100 Lot 10, Ridglea Addition also described as 6307 Rosemont Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of tlris agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of enhy, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20 GRANTOR: Joe K& T Ann Pace Joe K Pace TEMPORARY R1GNT O� ENTRY Rev. 6l2007 T Ann Pace , , IUF'=/46.2.5 O' ci i�,a FL-6"IN=7JA.28 (N) � � � P r � u FL-6"IN=734.28 (W) q� = z� -12" OUT=734.23 (E) , � v N l�Y ' _---------- '_" �- '� .� N �l��r... O � w w � � � ""E�------ �`°� ---____,_`"""_---.� `�,._ 3�a1,y S � — =. �o � � � ��, �� . IT�p`;��.;!�. ati �-��a •,�i�� 1 ��i 111�' �. _• , . �III��`'1 �WI ti��o W � v ' N :r,_ 3aJn ,e ,_,=� E 100 of LOT 10, BLOCK 29 ._..- PACE, JOE K ETUX T ANN "'" 6307 ROSEMON7 AVENUE FORT WORTH, TX 76116 --' = �' VOLUME 12675 PAGE 2062 . -' �,�. "� :>C D.R.T.C.T. ..-+ - 3�N3.� Q0� - � � �� y '' � ' -� 10 , �� r .� M -v �: b • � c� 12 �PK o� �, q N � z : ,� N . �� TEMPORARY / ZZ � � � RIGHT OF ENTRY � ��m •8 =�� -,. yc�i � � z :��` r " i, �*, �_ W -��. W M 6311 ROSEMONT AVE WILSON, JACKSON & CANDY 6311 ROSEMONT AVE FORT WORTH, TX 76116 � � � �\ . ""'-_- _ � ^ --" "" --- .4 _� — .__.. ,� �\ � ��>N,� \ f ; .\ r M „ � ~.,----.... ----_ ��'�b�,y�� J,'��r , '\ G, . - -_. _ ��, -��t,, �.v;, v�-� � a�� EXHIBIT "A�� PARCEL NO. 1 1 63�7 ROSEMONT AVENUE � EAST 1 OO� O F LC]T 1 O B LO C K 2 9 ~ RIDGLEA ADDITIt�N � �� ' V�L. 1 26'75, PG. 2062 ' � � P. R.T. C.T. 0 � 0 � - _ __ ___ Tarrant Appraisal Dis�rict Real Estate o7�osi2oos ` � p�� Account Number: 02393905 ` �� Georeference: 34315-29-10-10 Property Location: 6307 Rosemont Ave, Fort Worth Owner Information: Pace, Joe K Etux T Ann 6307 Rosemont Ave Fort Worth Tx 761 1 6-461 4 1 Prior Owner Lega) Description: Ridglea Addition Blk 29 E100' Lot 10 Taxing Jurisdictions: 026 City of Fort Worth 099 Regional Water District 220 Tarrant County 224 Tanant County Hospital Dist 225 Tanant County College Dist 905 Fort Worth ISD This information is intended lor refarence only and (s subJect to change. It may not qccuretely reflect lhe campiefe siatus oC the atra�inf as actuaily cairied in THU's database. Proposed Values for Tax Year z008 Land�. �w.� � Market Value $135,000 A raised Valu� * $135,000 A roximate Size *�`' Land Acres Land SaFt To#al** 800 $729,800 800 $729,800 5,300 0.0000 0 , r+ppraisea vaiue mey ue iess than market value due to state-mandated IimitaUons on value increases " A zero valuo indicates thal ihe property record has not yet been comploied tor the (nd(cated teu year "'Rounded 5-Year Value Histo Tax Yea XMPT Appralsed Land Appratsed Imp Appraised iotai Market Land Market Impr 2007 010 S14Q500 $575,300 $715,800 �140,500� 557530a 20�6 010 2005 010 2004 010 2003 010 140,500 $546, 140,500 $483, 140,500 $427, EI S1 $1 $1 2008 Natice Sent: 04/17/2008 Protest Deadline: 06/02/2008 ' Exemptions: General Homestead Property Data Deed Date: 02/13/1997 Class: O10 Deed Vol: 012675 5tate Code: A 1 Single Family Deed Page: 2062 Garage Bays; 02 Year Built: 1959 Central A'rr: Y PCt Complete: 100 Central Heat: Y TAD Map: 2024 384 Pool: Y MAPSCO: 074L Agent: 00344 Southland Property Tax Consult S71 $567 y � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabititatian Contract LIII (53) Parcel # 14 Doe # 3�64 / WO# PS58-0705801750$0 6319 Rosemont Ave Lot 7, Block 29, Ridgiea Addition �' CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § . .._ . _. _ _.. _. _.__. _.----..___. ._..___.._.. -----___ ._..._.._ .._ ... __.... __.._ _. _-- _ ._ .. ..._.. _.. _.. .. _ ..._ _ _ _--._. . _ . _ . § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 29, Lot 7, Ridglea Addition also described as 6319 � Rosemont Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of enhy becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. T4 HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the Z�% day of_�/1 /��, 2p F�p GRANTOR: WhiMey & CB Boydstun Whitney B ydstun TEMPORARY RIGHTOF ENTRY Rev. 6/2007 ► /� � / ��/I l � �� ,� . � : : : �, � r r t'' � � �, EXH i B IT "q" PARCEL Np, 14 63 1 9 ROSEMCINT AVENUE LDT 7 BL.pCK 29 RIDGLEA ADDITIDN VO L. 1 53�6, PG. 1 2 i P.R.T.,C.T. �� 1�,, �� - ��,� � ----�._, _ � � _ �j -•:�•---�--��'_'�r� '��..�� : r:� � .. �� P N \ W � � � �o �I 0 "....l�w ZA A�KB�RRY � \ �v� N �-"� �"- � .. .. y,=� -� •- HA�KBERRy GM ClE�WOUT qN 2,,P��AN _...._._.._...-----...._ _..._...._---....------...._._. �....._.. _._..____ __. -._ frLE4AR--.-.__. _ ___.... _ ._ --- __ __.. - -- - -. _ __..... __...----- -_... ___...... � I 8 i15 ROSEMONT AVE I JCKIER, WM. III ETUX KEL�Y B � 6321 ROSEMONT AVE � 15 ROSEMON7 AVE LOT 7 Bt,OCK 29 KUENZU, KEVIN D& MARY � )RT WORTH, TX 76116 SNEEO, KATHLEEN K. 6321 ROSEMONT AVE 8319 ROSEMONT AVENUE � Fo�T wo�iH, rn 76tte FORT WORTH, TX 76116 VOLUME 18308, PACE 121 D.R, r.c. r. 6 7 � I 20' _ _ ___� _ _ _. .______---.. �. � TEMPORARY ` ` -" -' -- RIGHT OF ENTRY ROSEMONT AVENUE ; l ��4� � Sanitary Sewer Main 272-D2 � Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PSS8-070580175080 D.O.E. Project No. 3764 ' 6312 Greenway Road Lot 4, Block 29, Ridglea Addition TEMPORARY RIGHT-OF ENTRY AGREEMENT Bibb, Sumter T. TII, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 4, Block 29, Ridglea Addition, also described as 6312 Greenway Road (premises), for the purpose of rehabilitation and coiistruction of or reconnection of privatc service to Sanit�y Sewer Latera12191. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent coritractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be perforrned in a timely manner, weather permitting. This agreement is executed this day of � �1�� , 20o by Bibb, Sumter T. IIT, owner. OWNERS: � . c � � f --__ � _'--r--__ � �--- TEMPORARY RIGH7 OF ENTRY 3 6�08 GREENWAY RD BANKSTON, BETTY C 6308 GREENWAY RD FORT WORTH, TX 761 y � W RC ¢ J w L �- � � � . �_ I I � Y � 0 a N Y a 0 s n 5 SEWER CLFANOUT 4 16 LOT 4 BLOCK 29 818B, SUMTER T ill 6312 CREENWAY ROAD FORT WORTH, TX 76116 VOLUME 0, PAGE 0 D.R.T.C,T, ' ~ W W � � W � W � v � � N i- � W W N � �O � _ � 2+�0 ____ � �. � � I --"'��,.,.-.--.J.._..--�� ..----' _ m EXH i B IT "A�� PARCEL N�. 1 3209 RIDt OLSON, M SANRARY SEWER 3209 RID� roPffi�a�.as FORT WOF FL-6"IN�738.95 (W) FL-6" OUT6�38.75 (E) a W Y U 2 � N W � � �� _ � U 3+00' — � � � �----.�: ---_�__. SEIYER CLEANOUT � W � �� 6 631 2 GREENWAY RDAD LOT 4 BLC7CK 29 RIDGLEA ADDITION VD L. O, PG. C) P. R.T. C.T. I '� Sanitary Sewer Main 272-D2 ' Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract I�III (53) Water Project No. PS58-070580175080 ll.O.E. Project No. 3764 , 6301 Kenwick Avenue Lot 19, Block 15, Ridglea North Addition TEMPORARy RIGIIT-OF-ENTRY AGREEMENT lq Chandler, Alexander M., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 19, Biock 15, Rid�lea North Addition, also described as 6301 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2194. A.ny entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this � day of _ �G,�� 20Q�" b Chandler, Alexander M, owner. ' ' y OWNERS: _ f � ��''�' t-�...G.'e0 `"`—� � 8 f Y � � a � i \` . '� �\ ; . �� z � �' � � �i0. 6300 CURZON AVE PELOUBET, JONN R 6300 CUR,�ON AVE FORT WORTH, TX 76116 � �O, � �\, N� � \ �� O\\\� q �� N�� cG� �� m 9� �\ \ \ �`�p \�•� 2 � G�'� Za \ \ J �, �\\ > �� rn✓��\ � �� \ o: \�� f � � �� \\� � �1 � � � � � �Z � �� \��\ � . �\ � \ \�� P �\ _ _ o �\� ��' \ N, A \ �la \ '�^' N \ , GREEN �/ .' � 6308 CURZON AV� I RAINBOI.T, JAMES & � 6308 CURZON AVE Q��NgY p FORT WORTH, TX 7g��g � � I � 4} ' Y. � yi f I � �'I I f� 8P•ti:'z• �% %�/ r� � PORT i Wt�t.:. � . '.. � �r�� '•�� . v HdUSE . ii• r r.._. . �J. SAMMONS, JOHN 63i2 CURZON A1 FORT WORTH, TX �.. :.� � i_'i � >iEi;d%�t. ( i . f; C:Ji. ARl:;;f ! 1.,._ � ...•"a''' 's'r� . . ....... . h. A�r ._._.�_...vv:•�: :. _... .. - � vv �— G� �� , N =� �-f '/'. ;�:=^:• ;,,�,"�"�,Go.� -.p ......_.._ ......... v � � /r + � �::`;;;; .. 'i,,y � � ..�! :." iV;iJ� `�� ~ iJ ..._ � r � -t.��:r� ,� �i <�'• ;V:;;,. /, �� ,`•\ ., ii.U'v';t.�; :3i:f) i�V ') i L' IC�tYh.:; ��a> TEMPORARY ��: I � � � , ." �� RIGHT OF ENTRY � ��.,,� ><°�) � ^ � J�-�� ;`•�`\ " i LOT 19 BLOCK 1S CHANDLER, ALEXANDER M. `: � 3, 6301 KENNACK AVENUE �� FORT WORTH, 7X 76116 VOLUME O.R.T.C.7ACE 1525 � 6305 KENWICK AVE � 6309 KEN' � BRITTING, BRAXTON E7� � NOW�LL, E 6305 ASH�EE SEWER 6309 KENI KENWICK AVE C�Fa►No T FORT WOR' FORT WORTH, TX 76116 �� \ �� 19 I 18 I 1 �. � G 2 Cn �, — ------._ ` 1 — ��, KENWICK AVENUE EXHIBIT "q" PARCEL ND. 1 g 63L71 KENWICK AVENUE LOT 19 BLC]CK 15 RIDGLEA Nt�RTH ADDITIpN VDL. 1 24C73, PG. 1 525 P•R.T.C.T. �� a� -� r �� Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # 20 Doe # 3764 / WO# P558-070580175080 6305 Kenwick Ave Lot 18, Block 15, Ridglea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXA5 § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter refened to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after refened to as "Grantee" a temporary right of entry onto property described as Block 15, Lot 18, Ridglea North Addition also described as 6305 Kenwick Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the �� day of �°�-•.� , 2� � OR: Br Ashl Britting G��/�, Braxton�f`itting As Britting TEMPORARY RIONT OF ENTRY Rev. 6l2007 � JOHN��R � RAIN80l.T, JAMES & � 6308 CURZON AVE QUINBY P ' •' '�?� AVE I FORT WORTH, TX 76116 i, TX 76116 ' � ci z :y z I N :x � � �I GREEN I PORT, .�r � � HRiCK � � f / 'NALI � �� . .. .�...:'�.. "___ _ - � _t+OO�_••� -'_;.,_c: -' fyA /� ...w_..._...,..:,_,.n�::........,._ ;�' •� «�... .�� f �Y.�.,.,,.•�:.��iT 'G� ��+9 � ?� 4 � � � � �\ t '�,� Z I� II �� e'i0�/e�i J::C� \� � ';,: ��';� � � \ � f+,.� �'�� t' � �, `'��►' '`�'�' ,a ?��y �.� r-� y�'J ��,, 6301 KENWICK AVE � �, CHANDLER, AIEXANDER M. � � �?� 6301 KENWICK AVE � FORT WORTH, TX 76116 I LOT 18 BIOCK 15 � BRITTINC, BRAXTON �', ( ETUX ASHLEE i 6JOD KENVACK AVENUE \ � FORT YMORTH, T% 78116 y VOLUME 100�4, PACE 9J8 D.R, T,C. T. � . \ �� \ 19 f �8 r J I �` \\ � �\ \ \ — -- � _ � \ �� \` T �•, �..i ��v r t � uX MAhtILYN I GARVE 6312 CURZON AVE FORT WORTH, TX 76116 � p� B� FORT . � a :+ �' ��r�:;7j �: �r 7l!NNE'R '� i'r ;x �� M ��JOE :QFAI �� ; . ..�--'�.fi WGCt� i%N�a .. ..; / � ,, �� ..�� w��, '�iK y,`��7� i ��:� �_ ;� M FF�4(' � � � � y' �.41uE. �J��c ME7 �i b i ��t.lY+ri; ,yx:.^. SHE� �� ` �� x; i o � := .,: , . ,- C{ Y �, � x j i �, . r� \ � TEMPORARY RIGHT OF ENTRY EXH I B IT "A" ?iA' \ �pi: .,., ,..-. ,�.:�� -- \ 6309 KENWICK AVE � 6313 KENN NOWELL, BYRON D JOHNSON, 6309 KENWICK AVE 6313 KENVI FOR7 WORTH, TX 76116 FORi WORT 17 ( 1 f KENWICK AVE. a , PARCEL NO. 20 63D5 KENWICK AVENUE LOT 18 BL�CK 15 RIDGLEA NORTH ADDITIC�N Vt� L. 1 0074, PG. 93 6 P.R.T.�.T. � 9 a i� . � 2 o Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIYI (53) Water Project No. PS5$-070580175080 D.O.E. Project No. 3764 6309 Kenwick Avenue Lot 17, Block 15, Ridglea North Addition an yan�EMPORARy RIGHT-OF-ENTRY AGREEMENT Newell,,,$��,� Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 17, Block 15 R.idglea North Addition, also described as 6309 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute. a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is axecuted this 2-�da of ,�3`�'�D•, owner. y h`� �''''� , 20�',`�y Newell, ']3 R yor✓ OWNERS: �G =-__•,,�� ' ,..r �'� 1 1 -"'��, uNrviCJ dc t�UiN�Y P j CURZON AVE o WORTH, TX 76116 CAR iRlCK � � �; � � L' 2 � "'"� �uK[UN AVE FORT WORTH, TX 76116 � � � 8" CONCRE7E z RUNNER z � � � WOOD � Ri SHED „ ��.,��HRu r �c ItKA M I PO Bpx g600 � FORT WORTH, TX 76147 � � � I � r� y z Z I� �i �'�Y CROUNU � wpOU FENCE � AREq ,,,.__ I WOOD -, \ * ' _' _�r`_�G�} � �� 8" WIDF. ROGK � � fLOWER BED z I \C z � � rn VE \L ✓E 761 16 � 6305 KENW�CK AVE � FARMER, JOHN P& O 6305 KENWICK AVE S�ER CLEI�NC FOar WORTH, TX 76116 � � � 18 �_ ..NK _�� M fENCE P 6" wioe RocK FLOWER B[D SHE� '� \� � / � \ � � � z �: / W0� SHED n � z c z � -n m z m "' � �•--='='�-iIP T G� R o�✓ �' �� LOT 17 BLOCK 15 NEWEIL,"B"YR6M p 6313 KENW�CK AVE f 63 �� KENWIC FORT WORTFi,KTX,j6116 �OHNSON, SALLY R ( LUCKETT, BYF VOLUME tt329, PAGE 2139 6313 KENWICK AVE 6317 KENyy�� o.R.7.c.7. FORT WORTH FORT WORTH, , TX 76116 TEMPORARY RIGHT OF ENTRY 17 � 16 � � 15 _----- KENWICK AVE. �i r � � 0 z � 0 � EXHIBIT "q" PARCEL Np, 2 � 63D9 KENWICK AVENUE LC]T 17 BLOCK 15 RIDGLEA NORTH ADDITIpN V��-. 1 1329, PG. 2139 P.R.T.C.T. �� Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcet # 22 Doe # 3764 / WO# PS58-070580175080 6313 Kenwick Ave Lot 16, Block 15, Ridglea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS �_____. � § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 15, Lot 16, Ridglea North Addition also described as 6313 Kenwick Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. � This Right of Entry shall include the right of Grantee and its emplayees, agents, representatives, or contractors to access the aforementioned property. � '�. TO HAVE AND TO HOLD the above described right of enh-y, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was accessing the Property under this Right of Entry. � EXECUTED this the � day of 20 /� � GRANTOR: Stephen G& Loriell Y Bruns /�� / �Oi�/_ �_ � //, ,, , - ,- - . TEMPORARY RIGHT OF ENTRY Rev, 6l2007 in immediately prior to �� ' ..� w •, ' F��7 WORTH, TX 76116 :i „ � `� G �' f'CiQL AitEA NU BOX 9600 `. .. , ..' I � FORT WORTH, TX 76147 ( � � �7 �y z z � x „ riar cE?��ur,r� � w°na Fes�c� z AF'tE�. � c-, � yS�HED m . V/%i;� 1 � 8�� i:ONf.;RL•'T[ r ftUtdhlEi"r �' z I � � WOOD m SHED vi. �: ;'VOOD �� ;; rc�oi. .a�rtn � l�(=FIi �\ poi.e �,� 4 `_-_`�..._ -�-�'oo . ._.F--- . ---'-��_ ---- _ -yy..:.._`�TGM'___, �_ 3-1�0 = - --_ ..------ � ' il•!Y._..Q4+O � _. _ !�� "LINK�� ;�- O � ^ ` �� -- � r' �—_ �L � � � O �i v �._,�� .M FF_�aCE � GU N � ' , � 8M �: Gt? .�. �.�P 41D� ROC\ �> �8" �y7DE ROCK M� WOOD �. '% � yLii 9�;0 �l �''t.OkER C3[:U SHED �. z � SHE �, � / � � M� l � �� z j t_ � � r � � � � �� \ •<•• , r�i r � ?� 1� � I� / M \ m z `` � m c� r� 6321 KENWIC �K AVE n 6309 KENWICK AVE LOT 16 BLOCK 15 6317 KENWICK AVE � GARRETT, VIRt AXTON ET� NOWELL, BYRON D Christian 8rothers Construc LUCKETT, HELEN HART I 6321 KENWIC SEWER ( 6309 KENWICK AVE Po sox 1473 6317 KENWICK AVE FORT WORTH, ;K AVE ��No FORT WORTH, TX 76116 INSTRUMEN7�NU ER 0207431892 FORT WOR7H, TX 76116 . TX 76116 D.R.T.C.T. ( 2�, 15 � I 17 i 16 I KENWICK AVE. TEMPORARY RIGHT OF ENTRY . � 0 0 a � . � � 0 � EXH I B IT "A" PARCEL Nt�. 22 631 3 KENWICK AVENUE LOT 16 BLOCK 1 5 RIDCLEA NORTH ADDITION INSTRUMENT NUMBER D2�'7431892 P. R.T. C .T. � Jon �Z,ZU10 - i: JBpm � � , 4 ` Sanitary Sewer Main 272-D2 � 3' 'I ' Sanitary S�wep System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 ll.O.E. Project No. 3764 6317 Kenwick Avenue Lot 15, Block 15, Ridglea North Addition TEMPORA.Ry RIGHT-OF-ENTRY AGREEMENT t�el�n {,�a,r�1- Luckett, $�reri..E,, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 15, Block 15 Ridglea North Addition, also described as 6317 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this r� day of ��0 �1 �� ,, owner, 20� by Luckett, ��1 �µ �1a�-f- � � � '� � � /. %. ' 'i/ � � PO BOX 96OQ...V , `". �GnM M ;116 _ ... , ,,, ,�� , , FORT WOR7H, TX 76147 � bS24 � / � , � FORT ' ' 1 � �i � y' i.� � %: ` � j r ,.'�F; :'� 'v t�� i: ' .i: I n; � ' : %1- '� ;? • i v, I j c. ' WOOD �: , <et �� • SHED ��;� �t.,Y �S•rr::r:;^aL` G'tt:';.�s: p:Ep;',s- f i� ,�%! �; r p'? `: ; I ; � i:.. /i �� t'� i � '�l%i1'.. .Sl� f � � � r��:A,�:s:� '! �'� SHED ,," cov e I i° F' «��t,t i � '`i'/, i��;sn � PUMPR D .t c,.,"d�.:r, ;:: �. • .,` Y/, � �,,,� . \ i''•i:� � ... .... �!: i...., � �� i. �M^ ..............,. � ... M2FA , ; 1�'�; ,�� f;NAi\ .—�—'�...�,..____.--�.��....�.'1 /i '+.`�_t�....;�:::a:..;;�;. .��^�i„�-ii. • • G' 3'.F.�� ..' _ .... ..... ^'+. , . �ti%C. &i4-F�� ( /�., ' r � � =_�^ ....:.. . .':.;.: �� `_`...._ � "`'r`�"�,.-�-:. ; •r."....�t3*...;..—......�...�.....�.,,,,.:�::::- 5-F00 `>> ,• ��"'a�;�:.`, — r1t ..�.��; � r �" (:i(�i!ti:�..41�i�"�; `? ' `i`' �'` ' . i:l`. � ,C•SA �C \Pj.� .sA! � ' �'� •w-- � S E� .a ' \� 5 ED ; i :? �, .y.. `" ........ ��. � i j � P � �� Nt�jE / !: � � a. , � ;,�r.•t;q,�1; ' , � � � N / � '� �~ :•<:: � �� '' �E ' ��: � r+ � r; . V ?� ;y i ` .: :; c, `!=' ' � i i j, � LOT 15 BLOCK 15 632 � KENWICK AVE `` 6325 KENWIC{ K AVE � 6313 KENWICK AVE GARRETT, VIRGINIA R � MAGNUSSEN, � ON D ' LUCKETT, BYRON E ,: JOHN50N, SALLY R � 6317 KENWICK AVENUE 6321 KENWICK AVE i 6325 KENWICN K AVE FORT WORTH, TX 76t16 FORT WORTH, TX 7B � � 6 I; FORT WORTH, rX 761 16 6313 KENWICK AVE vo�uME o, PACE p • FORT WORTH, TX 761 1 g D.R.T.C.T. ; I � 6 I 15 20� ( 13 � � I KENWICK AVE. TEMPORARY RIGHT OF ENTRY �� EXHIBIT "A" PARCEL NC7. 23 631 7 KENWICK qVENUE � LDT 15 BLt�CK 15 � � RIDC,LEA NL�RTF-1 ADDITIpN 0 } VC] L. C�, PC. C] � P.R.T.C.T. � 0 J a r aY Sauitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) ' Water Project No. PS58-070580175080 ll.O.E. Project No. 3764 6321 Kenwick Avenue Lot 14, Block 15, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Garrett, Vir�ina R., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property Iocated at Lot 14, Block 15, Ridglea North Addition, also described as 6321 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this �_ day of `%\ h„z,,..,^Q�a_�,� , 2p o7, by Garrett, Virgina R., owner. OWNERS: / � -�: i�-./ ��, - r ' i NORTH, V TX 76147 � I h URT WORTH, TX 76 >> g � �� ( �o ' m � `� �2 O ( nm A / z = v� % '' � � m -n i c� � � i � m �• � z ' CRp�tti'0 8' V'OOD FENGE I / ,- � � ��// � r 1 POOI AREA 7' WIDE Z SHE9 I.IvhIT ��REO I CONCREiE RUNNER '� '� PUMP � � — � � POLE / �� z NM 4' Ctt/uN UNK FEN�a m m 2' ��„�u 4-f-00 � _ -7.�.�-iNK w 5+00 � �� y ,;� LJ �' ur�clVc�'- - - � ____-�r-wC %� / �M - p �� PP ��1 J cf,��si.� w000 A ,-� ¢ SHED n /� \ �� WIDE ROCK x � �x RETIAINING WALI � r z Z ` � z � � r � 7c N r � r�� * � �u � \ z / m Z Q a�1 n � \ m m Z �1 T m � �- � � LOT 14 BLOCK 15 6325 KENWICK AVE � \ � 6317 KENWICK AVE GARRETT, VIRGINA R MAGNUSSEN, WILLIAM R "' 'ICK AVE LUCKETT, BYRON � FORT WOR'fH,KTX�761 6 6325 KENWICK AVE 6329 KENWic 3ALLY R � 6317 KENWICK AVE VOLUTAE 13817, PACE 275 ��RT WORTH, 7x 76116 FARRAND, Vit ICK AVE FORT WORTH, TX 7g� �g o.R,T,c.r. 6424 KENWI( ; -1, TX �6116 FORT WORTH !' 20' 1: g I �5 I 13 ( � I I 14 TEMPORARY RIGHT OF ENTRY KENWICK AVE. �� h a N O � O J a EXHIBIT "A" PARCEL NO. 24 6321 KENWICK AVENUE LOT 14 BLDCK 15 RIDGLEA NORTH ADDITION V�L. 13817, PG. 275 P. R.T. C.T. a�a � • � ` Sa�'ita,Cy Sewer Main 272-D2 ` Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PSS8-070580175080 ll.O.E. Project No. 3764 6325 Kenwick Avenue Lot 13, Block 1S, Ridgtea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Magnussen, William R., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 13, Block 15, Ridglea North Addition, also described as 6325 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private servi�e to Sanitary Sewer Lateral 2194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by ihe City or its independent contractor. T'he City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this � 3 day of �1 �✓ 20� � Magnussen, William R., owner. ' Y OWNERS: �-�J � �Ig ,� � � 0 J a i , � � � , : I `� �rl n(:5.:. 1.%<i.:i 'O I {%�:: t; t 1\ C.��i / �.. ��/�,'..�-__-. %'J�I� \ ' � �`� �..�....... �N 1 r\ ....-� +-r:i?:i. L:ai-FOO-^ � �..._� t .� .. .. �:: i j,� ��. :i1 �, �:,�; i �'' i Y I �1 � Y � � � t;, / �'; � \ . . � ,` , �l� `\ 6321 KENWICK AVE 1WICK AVE � GARRETT, VIRGINIA R BYRON E I 6321 KENWICK AVE WICK AVE FORT WORTH, TX 76 � 1 g 'TH, TX 761 1 g TEMPORARY � RIGHT OF ENTRY-� 15 I i� '� r; � � ; �, �� i' �� {. �;, ��. ;"1 ?':. .h �_. z iy FORT WORTH, r �Vc TX 76116 �� m '' � � y � . N� � .%i ��,�''; / C;Ui1'C'Z..i�: RJ;,jt•;fi%� "�..,.f.i„� � � ` �. �_._4' CHA!?t I: "FK � EW+`1 •v.... � IP ;i • �y f f ) z ;� !;: � l. 'ii � 'y: #�i�µ� ^1( FORT WORTH, TX —��....w..... :.. ._"T ............:��.........:; N ... . . , r `.'>rA! r:t��: �'�1;.1 ..t.'�\ .. �; �J'1-�0 v � P,t .�._.. ...t..r..�....... 1_ .1.3:t Y ..... _ _ ....- �`�' -� ,y •� ��y ., .,..'��:;z6+�0' . ��7....."- .�.._.,.. � " .....�:_. y`, � �, ::h Bt.7 > i'�• �i'�+'• fY.:�F.-_.._._.�i;; ..'..-� :.c . ` '1'u�3�;3. >. •f�,9 .'3 ,ti:)'i��Pi!�`:. ;^.'�c.1 � �t»f.�ti?.o?i 7:it ��: Q �' ' ?�i N �: � A \� �.�� G ti, `' z; ii ' f(i ; � �'' ij �� ` ` (�+ 1 � LOT 13 BLOCK 15 j� 1 ;•z 1, � MAGNUSSEN, WII.LIAM R �'' 6325 KENWICK AVENUE i;� � 6333 �oRr woRn+, TX 76116 � 6329 KENWICK AVE � KEN� VOLUME 78J5, PACE t395 �i FARRAND, VINCENT ASLIN, GLE D.R.T.C.T. 6424 KENWICK AVE 6333 KENV FORT WORTH, TX 7g��g I FORT WORT 20� 13 � 12 I 1 I � I _ KENWICK AVE. EXH I B IT "A" PARCEL NC7. 25 6325 KENWICK AVENUE LOT 13 BLDCK 15 RIDGLEA NDRTH ADDITIpN VDL. 7835, PG. 1395 P. R.T. C.T. ��a � t_ _ � Sanitary Sewer Main 272-D2 . •� " Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # 26 Doe # 3764 / WO# PS58-070580175080 6329 Kenwick Ave Lot 12, Block 15, Ridgtea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 15, Lot 12, Ridglea North Addition also described as 6329 Kenwick Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right oi entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the � day of �(„1,/� , 20� - GRANTOR: Vincent Farrand � � �,_„.,.�.�,...._.... _ (Please Print) �Signa . e� ,' . (Authorized Title) � �' '�I!-�.'�,� C��-L �3�c��' S�"�2� w G . TEMPORAI2Y RIGHT OF ENTRY Rev. 6/2007 �` Il' � t� � ,, � W � 1.- � � �� 1 l 1 � ' �V � � 1 �l ► ' � � 1 iA r� � � i �" -�''�v.��. A v►�M� . �.1 (� �,� �--�� G� � /Olib ' • I . �I rn� c o I� � z° m �� i. � � ,. /. � �• : % 0� � ,� ' • m� � } ' /.�i ;'�i � �' �frDE �aC .-1, `i AC COVERED ' � �ONCRCrp �uNNrit PUMP ARE�1 � � t._.. '.._.....� �� 4� CHAIN 1J�I� f'E:NC �"'^-• - �.-�.�+�.. � ��,�,��—.__... ,. - ^.�.--.. 5+00 ^��r1�'�. '.�" .i`i�.� \ .�� yf �..�... �c o --- �`•.,,,� � �' H'IpE RGCK +'Er��iNiNG i�qL1. � % � � N . p � j-, � O � (� - � n � � � Iti n � ('� � 6325 KENWICK AVE im ICK AVE MAGNUSSEN, WILLIAM R�`" CK�NAVER FORT WOR�HC TX V 61 16 � d. TX 76116 ' � I I � A �3) � i; n "�'a Y1 f� „ f n; fC"')7 ��ry � VJLO �uKLUN AVE ' �Kirr FORT WORTH, rx 7g � � s ( 6332 FORT � � � � ` PC w ti.. <,� Il -��, '� � ,Ii aa:,•\ 4' (::iAfN i.lAlK FTn:��e .a.l-rU�'00'. ., �W � � ' 7F t . f t�.,rva + � ..� �a ; l � 7$5�14:�.` .,Ab ,FA».. � ' 4.321 � � ' .. f..628 7;i1,g± � :� AREA r:�., 0� ,, � ( � � , \\ � � � SS MH ( TOP=753.2t ^f � �.-6"IN=74 \ ` u• OUT 6`=7;, � �� I LOT 12 B�OCK 15 6333 KENWICK AVE � 6337 KENW FARRAND, VINCENT ASI.IN, GLENDA WEBBER, T I- 64 24 K E N N 7 C K A V E N U E 6 3 3 3 K E NWICK AVE AKA MARY ' FORr woRni, TX 76116 FOR7 WOR7H, 7X 761 16 WEBBER VOLUME 14445, PACE 328 D.R,r.c.r. 6337 KENWI FORT WORTF �2 11 I 13 ( � 10 i I 2a� I _ _ — I TEMPORARY KENWICK AVE. RIGHT OF ENTRY ,__...�........ __....... ,__,_.. ---�� . EXHIBIT ��A" PARCEL NO. 26 6329 KENWICK AVENUE � LDT 12 BL�CK 15 � RIDGL.EA N�7RTH ADDITION � VC7 L. 1 4445, PG. 328 a� � P. R.T. C.T. 6324 CURZON AVE �'ORT WORTH, TX 76116 � � .._.. _.. .�.. ��Q � 0 � 0 J 4 '� � . '' �� , �� Seaitsty Sewer Mein Z72-D2 Sanitary Sewer System Re6abilltAdon and Improvements SAnitary Sewer Rehabilttation CoatrAct I.III (53) P�rcel # 27 ' Doe # 3764 / WO# PSSS-070580175080 6401 Kenwick Ave Lot 24, Btock 2Z, Rldgles North AddiNon CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § _ . _ _ _....- -- . _... . _ _. .. _. . . .. .._ _. _ _... .__ _ ---- . _ _.. _.. . __..._ _. _.. _. _. .___ _...._ ._ _ . . . --- _ .._ § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 22, Lot 24, Ridglea North Addition also described as 6401 Kenwick Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and constcuction of or reconnection of private serviee to Sanitacy Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void, ('�o�a-�ra��-.�r rv�U �-�- Q.se��.� C�c-aN-�-or by -�-a��..r,�s�, �� Sav�. ��a�yN 1.� �� o r-�o Q�-�-c y. 'E��rY � S c�r�a�ad► -�ro r�rl R�d�q�aa iti`��.�'L is � t o Entry s all include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. C�� iil�. Z..��r � � �. rrd d.c�l� � p IOt04eJ-� 5-k-•�r . ..� � a. � e� s�o ea. � � � S � C a � �-�-�� . � � � n TO HAVE AND TO HOLD the above described ri t of en �� gh try, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the Z. Cc day of �.�, 20 �� GRANTOR: Douglas Green & Misty McDonal � 9_�-------- Douglas Green � C o a �- a �.-� -t� .V �!' l 'l/ / Misty McDonal z..t4 -Z � 2. -3303 lF.MPORARY RIGNT UF ENTRY Rev, h�2007 , / M �y.' � 1 . � � "_'. _ —_.`iCli.. 1 NF I, ; '�1 _�... � �! �E � � DR , , 14 9 �,� ` � 1t� ;, ,� _ 1�, `� � '! � , - ,� �ll SS MN +':i ; m 1 ,�x ti! tOP�754A3 ti " j ' fl.-6"INa747.7�'(Y� r ; �OUT 6`�747.63 s��)n i 1 •�l � . __.._...i.,._�.--.... � 1 Q � � � �G Z � I I b4U4 CUR20N AVE PH PROPERTIES LlC I FORT WORTH, 7X 76116 5608 S 14TH ST. 6400 CURZON AVE FORT SMITH, AR 72901 MULLENDER, MICHEL � ETUk JULIE ' � .�� 6400 CURZON AVE �� W FORT WORTH, 1'X 761 16 - I r - � � - �' ��, �r •, ?: �, ' , .� � �' i _) � ``�. � � 1' Si90C �� I.OWER F30a �i .`..;f � ' l .• D ' �'PECA 2 '• S .-�'ti_ �� Y / / 'M1 r.�.�-.__ _—.. __.. . ._� e•M�� E� /�(�:i�: s� �/� FcP�r.0 1-Evi Y '+� �HAM UI 24'�AN � �� I � I �\ � .. N W ,^~ 24'PECAN �? � I ' � = I � TEMPORARY 3 I � RIGHT OF ENTRY �� 1 �r , LOT 24 BLOCK 22 6409 KENWICK A� GREEN, DOUGLAS & MISTY MCDONAI 6405 KENWICK AVE ESPINOZA, AN70N� 6401 KENWICK AVE. & GILA FORT WORTH, TX 76118 � WILUAMS, BLAK� p I6409 KENWICK A� INSTRUMENT NUMBER D207369258 ETVIR JB I�ORT WORTH, TX O.R.T.C.T, � 6405 KENWICK AVE FORT WORTH, TX 76116 � 1 24 23 22 KENWICK AVENUE , N a 0 � , � C 0 � � ii �� oa N ii � E X H i 8 I T��A�� PARCEL NO. 2"7 C401 KENWICK AVENUE Lt�T 24 B LO C K Z 2 RIDGLEA NORTH ADDITIL7N INSTRUMENT NUMBER D2t�'73C]9258 P. R.T. C.T. ' Jan 12,2010 - 1; 44pm � Sanitary Sewer Main 272-D2 0 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) ' Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6409 Kenwick Avenue Lot 22, Block 22, Ridglea North Addition TEMPORA.RY RIGHT-OF-ENTRY AGREEMENT �l Espinoza, Antonio M. Etux Gila, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 22, Block 22, Ridglea North Addition, also described as 6409 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely � manner, weather permitting. This agreement is executed this �' L,�� day of �QYC`�% , 20.�/ bY � ' Espinoza, Antonio M. Etux�Gila, owner. OWNERS: �!� � �/�� T , f I , I 6404 CURZON AVE � ASTALqS, VERONIKA � 6412 CURZON AVE � 5 6404 CURZON AVE COOK, EDWARD M I I FORT WORTH, TX 76116 200 CRESTWOOD DR 6416 CURZON AVE � p�WE, GEORGE M& 6420 CURZON AVE H U FORT WORTH, TX 76107 IDA G I�' � 6416 CURZON AVE NIPPER, ELIZABETH 2 z FORT WORTH, TX 76116 OR� CURZON AVE � g � � w WORTH; TX 761 16 � � � � _ � U I� w � U / ' d �� = Z� W I � f, li U SS MH , � � ' � z TOP=756,83 ` Y / I 1 � Z Fl-6"IN=750,53 (W)�� , � / , Q OUT 6"=750.43 (E) � � i,� I�� • R�9 E, � � 1� - E � Ci , F �� 1 B' wIU � 1 I z _] z � 2 v I'v :K AVE � IAL.D D & I�iL��l�-y� � '�`°'�,.�.� �� ..r..n.�,�•� �...�m�— � "�a►-m - - � _'° .. .. / \--..J E' 1YQOC� &� �rQ „ RR YC��L� IAC�`! 1�,Y NCE N FE.NCE� �.� 4' CHNN L JK FENCI ,\ I ' I.OT 22 BLOCK 22 ( ESPINOZA, ANTONIOM M ETUX GILA 6409 KENWICK AVENUE FORT WORTH, TX 76116 VOLUME 1108J, PACE 1362 D.R.t.C.T. ' 6405 KENWICK AVE 30WIE BLVp � 0'NEIL, JAMES p � TX 76116 IFORT WpRTHR�TX 76116 ( ?4 23 22 TEMPORARY RIGHT OF ENTRY � CONCRETE � 1 � ^�uu PARKING F�� _.__ ,_,_, -------_-- r I I � 6413 KENWICK AVE PARKMAN, TERESA 6413 KENWICK AVE FORT WORTH, TX 761 16 � � 21 20 KENWICK AVENUE E X H I B I T'�A" PARCEL NC]. 29 6409 KENWICK AVENUE LOT 22 BLOCK 2Z RIDGLEA NORTH ADDITI�N VOL. 1 1 083, PC. 1362 P. R.T. C.T. a�� -. a Sanitary Sewer Main 272-D2 , Sanitar�r Sewer System Rehabilitation and I�nprovements Sanitary Sewer Rehabilitatian Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6416 Curzon Avenue Lot 4, Block 22, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT �� Hollenstein, Ellen R, Owner, herewith grants"permission to the City of Fort Worth and its independent contractor, to enter upon th� owners' property located at Lot 4, Block 22, Ridglea North Addition, also described as 6416 Curzon Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be pertnissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this �� day of Q��• �� , 20(�_�, by Hollenstein, Ellen R, owner. 1 ' .'�Li , ►;1 . � tV � � TEMPORARti RIGHT OF ENTRY . r � 2 3 I �ZON AVE VERONIKA � 6412 CURZON AVE 2ZON AVE PH PROPERTIES LLC ;TH, TX 76116 310 TOWNSEND LANE NEW BLAINE. AR 72851 «� �;: �` � � ,� � ; . ,\ I �' ;`7 � ' .. 3 ; CURZON AVENUE �"'----� ,_... � �""^�--...,.... 4 20' � 5 � ' • 2. 6420 CURZON AVE ' lOT 4 BLOCK 22 N�PPER, ELIZABETH HOILENSEIN, ELLEN R, 6420 CURZON AVE 6418 CURZON AVENUE FORT WORTH, TX 76116 FORT WORTH, TX 76116 VOIUME 16814, PAGE 281 D.R.T,C.T, f 'l 1;' �` � ss H �. � 1'�P 756.83 ', � Fl- "�N�750.53 (W)�� ! ' �UT 6"=750,4J (E) ' �.. , �..�:..�..:�: � �� .�� , ., ,��..., �„'�� : �r� ':;4 j.P.;�o�� r,r•�� I m . Nr��w•�t �-: 0 4to'HN:. I �ii %. � RED !; � woo� % CONCRETE '•' � FR,4ME PARKING -- t� ------�._�,__,�� I i i I . � I . � 6409 KENWICK AVE 6413 KENWICK AVE ESPINOZA, ANTONIO M PARKMAN, TERESA '>405 KENWICK AVE & ��LA 6413 KENWICK AVE iHEFFIELD, JENNI�'ER � 6409 KENWICK AVE � FORT WORTH, TX 761 16 I ;TVIR JB FORT WORTH, TX 76116 � i405 KENWICK AVE I � ORT WORTH, TX 76116 I I ' EXHIBIT "A�� PARCEL NO. 3O 6416 CURZDN AVENUE LC�T 4 BLt7CK 22 RIDGLEA NORTH ADDITION VD L. 1 68 1 4, PG. 28 1 P. R.T. �.T. �� Sanitary Sewer Main 272-D2 a Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6412 Curzon Avenue Lot 3, Block 22, Ridglea North Addition 3� TEMPORARY RIGHT-OF-ENTRY AGREEMENT �, � . , Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 3, Block 22, Ridglea North Addition, also described as 6412 Curzon Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same candition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this � day of --��! ,° _ 2(��bY Sonnier, � va 1 n i P Tr �r•- ,, owner. OW ERS: �' � l�� /��'6,��i�`'.� f �-�-- ��G=t�s. � c. c � �� %� �.�"o��t/ �7�'��'�� 2 � �° � � E � m � � ol � TEMPORARY _ RIGNT OF ENTRY� --_ -- � ► 2 3 6404 CURZON AVE I ASTALAS, VERONIKA LOT 3 BLOCK 22 6404 CURZON AVE SONNIER, VAIENTINE JR FORT WORTH, TX 761 16 6412 CURZON AVENUE ON AVE I F�RT WORTH, 7X 76116 , L W& H Z VOLUME 16198, PAGE 165 � �„ o.R.r.c.r. � �N AVE i `��z' �, TX 76116 =� � � :� = I �, � z i �' \ .[ f � O � �t /(�Y � /''1. � , . i / / �' r,; % ,,�� , q2'�'! ECA�f � 4' PECAN • i e• ��n p � � ��, CONCRETE w�OQ PARK�NG �AMF . � � I I I I 64 i 3 KENWICK AVE PARKMAN, TERESA 6413 KENWICK AVE I FORT WORTH, TX 761 16 � � I � L�i I n_ Y IZ J Z I S U �� 20� U � CI�RZON AVENUE _ _ _ ---�_ _ .____- 4 � 5 6416 CURZON AVE � DUWE, GEORGE M& 6420 CURZON IDA G NIPPER, ELIZAB 6416 CURZON AVE 6420 CURZON FORT WORTH, TX 76116 FORT WORTH, T � U � z / SS MH li I TOP=756.8J Y � FL-6"INa750.SJ (W\ � / OU7 6'=750.43 (E) �;' a1��,:_ '� ,_,-., ' --' ��' �� L!n� . 6' w00D 6' WO H&l;K�"R� �ENCE FENCE - 'Y A�` "�RY � i �� 4' CHAIN LINK FENCE ' � � � ( )1 KENWICK AVE I 6409 KENWICK AVE �OLYA RONA�D D& ESPINOZA, ANTONIO M •0 CAMP BOWIE BLVD 6405 KENWICK AVE I 409 KENWICK AVE TE 20 � p N�� JAMES P ( FORT WORTH, TX 761 16 'T WORTN, TX 761 16 I FORT WpRTH�D X 761 16 � I EXH I B IT "A" PARCEL ND. 31 641 2 CURZ�N AVENUE LOT 3 BL�CK 22 RIDCLEA NORTH ADDITIDN VOL. 16198, PG. 165 P. R.T. C.T. 9�P� . . � �' � � i �;. Sanitary Sewcr Main 272-D2 3 Z Sanitary Sewer System Rehabilitation and Improvements . Sanitary Sewer Rehabilitation Contract LIII (S3) Water Project No. PS58-070580175080, D.O.E. Project No. 3764 6404 Curzoq Avenue . Lot 2, Block 22, Ridglea North Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY ._._. _ . _ _.. - S-T14�'E O� T��5--- . _.. _. _ §--_.. ...--- ..---... -- -... - --- - --- ---_— -. _ - _.. _ ._ . _ .. _ . _.._. ._ _ . -- - - _ _ __ . § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after refened to as "Grantee" a temporary right of entry onto property described as Block 22, Lot 2, R.idglea North Addition as shown on the deed recorded in Volume 014295 Page 0017 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of n�w sewer line within an existin� easement and disconnecting home from old sewer line, and reconnectin� to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access ta the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth abave. Grantee shall restore the Property to the candition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 3 J day of �_�_, 20�. GRANTOR: U�ro�r� Q. s7A�rs G� ' 1�� (Please Print) (Signature) (Authorized Title) TEMPORARY R1GHT OF ENTRY Rev. 6/2007 G:\121013950•32�PRO1ECNt1GHTSOFENTRI'�ROE 2010•Ol•12�32ROE.DOC � � r � . � � ti � I N O . a 0 � � � � s ��a . _ .. _. _- . �- - -_ _ _. _. _. � �1�'� �,, \ r'1 ,1 1 �,. �� ,. 1 x 4,03 =747.7 � (y� %� �747.63 ��)�� , i y___ Q`:�.�.� � �t� ' a rn ,, � � � Z � �n iG � r e. `t� ln e. ��' t`� �-- 'r h v-O �^ �� w� y v7 u us �; � j�i� �'h�� Ea� I' �ly.etil- �eS �" �s q�e�f is�'`fee f- �TEMPORARY � RIGH OF ENTRY — — - _ ______ w CURZON AVENUE �� I 2 3 LOT 2 BLOCK 22 � ASTALAS, VERONIKA ' 6404 CUR20N AVENUE B4 � 2 �URZON AVE � FORT WOR7H, TX �6116 -. -- .._..__..._ _----- ...._._.. ------ - --vo�uuE-t�2e�-a�c,�-�t-7-- -- -��-F-Pf?6�€RTfEs_ _LLC --._._ _�----. ___ .. . ..........-- 6400 CURZON qyE � O.R.T,C,T. 5608 S 14TH ST. 6416 CURZO� MUIIENDER, MICHEL FORT SMITH, AR 72901 6�16�C RZOh �,: ETUX JU�IE �� FORT WORTH, 6400 CURZON AVE 2O� =.` FORT WORTH, TX 76116 L w r � � �: � ,., 0 i4 ?� � � �y� iJ �,.. ��, „ � r � SS MH � � ? � 70PQ756.8J 1 � 1'�IDE FL(}WCR dOX .�� 9+00 T� E� Y �9' P�CAt� �� • �4�PE•AN �� 24' PECAN • � l • 18' • ��1ir � �m_ _ ,`4 :> :�; �: .,. 3'�H� RRY � FL-6 IN�750,5: �UT 6��750,43 b� .NG��L) --�---�--�-__. , �F.r�ce �� wot� � q • RY F'ENc[ � � � �q• rup.iW LiNK Fi.N�'t; .! � CONI m � PARM � � I I � I � 6409 KENWICK AVE 6413 ESPINOZA, ANTONIO M K�EHL 6405 KENWICK AVE & GILA 6413 � WILLiAMS, QLAKE' p I6409 KENWICK AVE � FORT ( 6405 KENWICK AVE � FORT WORTH, TX 7g � � g I �FORT WORTH, TX 7fi11F I 1 ' 6401 KENWICK AVE GREEN, DOUGLAS & MtSTY MCDONALD 6401 KENWICK AVE FORT WORTH, TX 76116 EXH i B tT ��A�� PARCEL NO. 32 6404 C U RZD N AVEN U E Lt�T Z BLC]CK 22 RIDGLEA NORTH ADDITIDN VC] L. 1 42 9 5, PC. 1� P. R.T. C.T.' � i PIOTTEO: Jon 12,20)0 - 4:O6pm , . Sanitary Sewer Main 272-D2 Sanitary Sewer Systew Rehabilitation and Improvements Sanitery Sewer Rehabilitation Contract LIII (53) Parcel # 33 Doe # 3764 / WO# PS58-070580175080 6400 Curzon Ave Lot l, Block 22, Ridgtea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § 33 § KNOW ALL BY THESE PRESENTS � COUNTY OF TARRANT § That the undersigned, hereinaRer referred to as"Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 22, Lot l, Ridglea North Addition also described as 6400 Curzon Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HQLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of 20 GRANTOR: Michel & Julie Mullender � i� `l.�jv(" �4' S � E� ''9�' d� ih'I�v��vdf ��f�Yiar 7� �� lY �4n/�p /�P1s�� / ��i� s��c� � c�OC�� o9l�i'� �P/�=y4q- 7y�7�,� �1-�18-�Fa �.� l �.i�dv.s.Q�%j�9.� 2��'�C�J/ser�v��p d��G�o� � % � °U�d O'r ��S fu�- % , Michel Mu lender i ullender TEMPORARY R1GHT OF ENTRY Rev. 6Q007 � . ', ' • I r a�� -� CURZON AVENUE � � - - _ _ -� _ - _ _ \ . � \ TEMPORARY � � RIGHT OF ENTRY � 2 'Z0� 6404 CURZON AVE I LOT 1 BLOCK 22 6 04L CURZO �AVE ' PH1 PROPE MULLENDER, MICHEL ETUX JULIE FORT WORTH, T X 7 6116 5608 S 1• ` 6400 CURZON AVENUE � FORT woR7Fl, 7x 76116 i� FORT SMITI \ INSTRUMENT NUMBER D206300&43 D,R,T.C.T. I w i, �� ti 'L "' �J J ' `!;. ;'; z a c � � � /�� -� � `� T'- v :r� ; ,, , � <� �t r � i � } � ; o � ''� .> i -r / � � � SS MH `� f � ! ' � � , • TOP=754.03 � t `s'- �F / �'�� Fl.-6"IN=747.7 (►� ' • � / ' � OUT 6"= 7 �r �'Li]4v�r� . / 747.63 �E) �.� , , 13(>X / � w ?' � , ' } 1� �'` _,.;;:� � /� � ' �a ' f 1`� —` , ` � "' - 9+00 . - , — "`10+00 _ � _ ..__ .� � .._____. _�. ~ L"-�_��- � 8�00__ �. '1 '�A�K G-I�• y �•PECA►��f�Ha� ��VCK '$'�Hk��tRf7Y" :• � ,-. ,� C F ' 18'NAC �ERRY /j � F P ` � 1.� � , • � ` � . i � \ � �OD i ' � � ;� _,,,.��......_. ' " `J � 'AME �� r`-'�_` Z , � 24" PE�AN =� �� .RAGE, -- •---_____ �`.. � _ 4 � m ;' � ,i\ i,ir > \ J 24' PECAN � I ( : � � �' Q' � :; j ; ,4 t� � ( ! � 1 ti GL, �i -i- � � , --� , 6401 KENWICK AVE � GREEN, DOUGLAS & 64( 41 KENWICK AVE 0 M�STY MCpONALD 6405 KENWICK AVE ESf SON, JOSEPH D �' FORT WORWHC TX V761 16 I ENIR MB' BLAKE D I OF JX CYNTHIA M I �02 E H A R V A R D DR � 6405 KENWICK AVE � RflAn rn o�„ ,, 1 F'ORT W��7TN Tv 7a �� r � i � EXH 1 B IT "A" 0 0 � � PARCEL NO. 33 � 64D0 CURZLIN AVENUE � � LCiT 1 BLOCK 22 � RIDGLEA NC�RTH ADDITIDN N IN!STRUMENT NUMBER D2�6300643 n; �$ � P.R.T.C.T. o� N %� U fi PLOTTED: Jan 12,2010 - 2:OBpm � . Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6324 Curzon Avenue Lot 6, Block 15, Ridglea Addition J`'� 0 TEMPORARY RIGHT-OF-ENTRY AGREEMENT Davie, Robert Etux Oletta, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 6, Block 15, Ridglea Addition, also described as 6324 Curzon Avenue (premises), for the purpase of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � This agreement is executed this�,��tiay of �`� �, 2�y Davie, Robert Etux Oletta, owner. �� % �+ �% / / . �� i..` .i _ � � � � \/� �� o � �� Y V � � � CURZON AVE. E 0 b ; Y ,' zi 5 6320 CURZON AVE SEATH, DGNALD D 6320 CURZON AVE FORT WORTH, TX 76116 � /1, PilCiL P.t'<CI ucFir �. POLC / •� F1Fj' -� � N �+4+00.__,^ �— 3 �,� --� % �-� � � z � �� / r, � �� \\ i/ �I '� r' �, PUMP AREA a� ;r c 0 0 z f��'r � � � r �, ni TEMPORARY RIGHT OF ENTRY� 6 LOT 6 BLOCK 15 DAVIE, ROBERT ETUX OLETTA 6324 CUR20N AVENUE FORT WORTH, TX 76116 VOLUME �, PAGE 0 D.R.T.C.T. �z ri m x� po `n '� i' wioE "-�� cc��r,r��F F:u�auFr \ � � �,�` 5' CHAIN LINK FEPJCE ---�•-�.�_�. - _^ ...,..__.�__.�.--__ -...._.._ _--� 5+ �--�-�--• ;`„ - FN _.:__, �- \ 1 � VdIDC �CK ' �ekTIAiIJING N'nLL � �, o'' \ o � T z �, «. n G � M 7 6328 CURZGN AVE HOLLANO, SHARON STRIPUNG 6328 CURZON AVE FORT WORTH, TX 761 1( x. r � • �, Z h `' � r �1 z � T. - T �� m „ r m : .r 4' CHAW UIJK FEt�CE �^� .. . �s+oo�t � _-.v_ � _ EXH 1 B IT ��A�� PARCEL NO. 34 6324 CURZpN AVENUE LOT 6 B LO C K 1 5 RIDGLEA NORTH ADDITION vo �. a, P�. o P. R.T. C.T. � ./� � y �' '�,'Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PSS$-0705$0175Q80 ll.O.E. Project No, 3764 6320 Cutzon Avenue Lot 5, Block 15, Ridglea Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT �� Seath, Donald D., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 5, Block 15, Ridglea Addition, also described as 6320 Curzon Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitar�y Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this �� day of �fio �-�(/ , 20�%by Seath, Donald D., owner. OWNERS: �� n ; � �� 0 a � ��'4. TEMPORARY RIGHT OF ENTRY � 4 � S �OT 5 BLOCK 15 6316 CUR20N AVE s 2oT utuvrr �veNuDE GARVEY, RiCHARD F& TERA M FORT WpRiH, rx �s�is PO 80X 9600 Vo�U�+E 0, PACE 0 FORT WORTH, TX 76147 � D.R.T.C,T. � I `� �' I �'i.hY ...',`/::+t !i` Ytf)f?.',; ..^i�:- . 'dii ;\ii+';R', `�`,. �� ..... �� ._ _ 73+00 �:y ' t':i�)!. �,;?r,d 20� � i � �� I 'i . � :, ;� �i ; �Yi�t. r,11 `�y.,..— ..�EA ._.. ..... :,�....�.__,..,...�,,."'�';;. .... _..'..:..'�_,.�;-i�!n :�¢-�. ,.z. �..1.(�y,�„�t�s, 00 '" ...........� � .. , /'/�. : � `r �.,.' ','�t ,'.•'%:'/ /�' :;a;, "� '��,;: WOOD .�, � .;> SHEO ,� Ei ,� w ; ,`, . ;: 1 " ( `' \ ";� '' �! \ ^ �' � 1 ., i :,7 � Y.; � � \ {.. �� ,� EXH I B IT "A" ,o .` �'i CURZON AVENUE � 6324 CURZON AVE DAVIE, R08ERT & O�ETTA 6324 CURZON AVE FOR7 WORTH, TX 761 1 E �Z nm x � %'i. :;; fo�� r� m .�r ' �S li't(;^ f'f��r �/'/!i i• . •;•^.i?r"r'i. !jt '.� 'h' .i' , '�';�` ! "• I�, i+ti� �i� �....... .` � , . ; \\. '� C-�.�N C.�\%C 'r�'A�f,si �^;:: e;.---......... ................ �++.we........5�'�...s.�..l..�.........:::-:� ::::::::::c•::::::: _...... -.--,�-.--� .... ,`y5+00 ` ...'...'.` .u,.........s y��"=•.Y. .. ...�:::r.�:�... .�... ` � ',• s;',,f�:.i.:::'v:t :a � ."!,^ :Rt>,r ; + � ! ,\ '.sl,,.l � `', .r ;. ? �y `�1 ' !: ��: ) � � ., �ti l '•i1 �� PARCEL NO. 35 632D CURZON AVENUE LDT 5 B L[.7 C K 1 5 RIDGLEA ADDITIDN VOL. �, PG. O P.R.T.C.T. �� "�Saaitary Sewer Main 272-D2 .� Sanitary Sewer� Systetn Rehabilitation and Improvements Sanitary Sewer Rehabititation Contract LIII (S3) Water Projeet No. PSSS-070580175080 ll.O.E. Proje�t No. 3764 6316 Curzon Avenue � Lot 4, Btock 15, Ridgtea Addition TEMPORA.RY RIGHT-OF-ENTRY AGREEMENT 3� Garvey, Richard F. & Tera M., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 4, Block 1 S, Ridgiea Addition, also described as 6316 Curzon Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. T'he City of Fort Worth further agrees to restore the premises to the same condition that ' existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this �day of 2 b Garve Richard F. & T � —' � y y' era M., owner. ��D � �9�.�-- ,�4�Scc'� '�-o Cbl��g� D�1 �k'�i t 13t 1�i� M 1� ' � � ,� � ► � -'- �' '� / �"%_. ..�a��•. � � � � :, ; ` �. ' r ' i ' a. C' 5 it r' �.< ;; WOOD (? . � SHFI] �•. TEMPORARY I RIGHT OF ENTRY� 3 � � q 6312 CURZON AVE --"— SAMMONS, JOHN F LOT 4 B�OCK 15 6312 CURZON AVE ETUX MARILYN GARVEY, RICHARD F dt TERA M FORT WORTH, TX 761 16 po eox seoo I FORT WORTH, T% 76147 VOLUME 13039, PACE 112 I D.R. T.C. T. _ r�° �:tifi;,':iE'i"F: � itiiP;\s•!d i i ; �u,::.. ;�.:�;� ` j .frj 1:'itV': � . .... �__... .�. _ . _. .c.�� ".,:::,.5,. 2+ 00 . ._....,. .. .... ..`��: �, ' i,::.; .; _:.s7ot! F''.Pi�:.'. � �•..�{k :� ? �! :''' vr:t;;: :�,�; {; .` ,� ; :( F'�..�:t,�i:�, .��' MET^I. Y� • ' I SHED �+' ;: i r .� :` �I �•, .�G � .. . ?I .� CURZON AVENUE O N f't 1Y CRt?l1:tir; tS R't;{}t) t'>�� , �`•.__. ` ,. .-'�� „ .. _.. _ _ . . . . . . . . ..... _, _,.., 1s ......... i �J/ % WOOD ;,. 5HE0 ,; : .Y t ;'r.'' � � /�:� % ;; + \ i t. � �` ` ::: � � i� �� , i :;� �` �` �� EXHIBIT "q" �%i PARCEL N0. 36 6316 CURZON AVENUE LOT 4 B LD C K 1 5 RIDGLEA ADDITION VOL. 13D39, PG. 1 12 P. R.T. C.T. �5�4k�Tt� Cc 5 6320 CURZON AVE SEATH, DONALD D 6320 CURZON AVE FORT WORTH, TX 76116 � � / / i i r i � i%:�C;l R:;s', COVEf I i„rYi �� PUMP N''>i•:`•• ' AREA . � ........_..- ��N •-........._.._.. ..` ...._... .,,,,,..... �-�.�,.�...•--• __� ,, '--- .-�—�...;; 4+00,... .., . +`--= �-:-=�=:y::�.;r�x �. ., � . .. , .,; . ... •• �;..:.,.......,,.R.,,�w•.�,...,.,.,.. .............�.. i .� � ;::.Td�1 i ��ii. ��,i'^.'?.�;," �;;A �,�_• C�?,< � \ Y 4 �� ,l� (� � g � � S GJ 1'T'�- G� o �' �+.1�3� � �.. � 1z�2.a�t �W�� /�i�/ .��.p �'c71� g'� / �� p��-�� br�� fi�wJ�l 1 r�4� IC.�c�3tJ�. r�n �i1'etlt� /.ir /�I� dS. in .i..t1r iV1�/'��^ . „, . � ::�� STATE OF TEXAS Sanitary 5ewer Main 272-D2 5anitary Sewer System Reha6ilitaHon and Improvements Sanitary Sewer RehabtUtstion Contract LIII (53) Parce! # 37 Doe # 3764 / WO# PSS8-07(i5801750$0 6312 Curzon Ave Got 3, Block 15, RldgleA Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY 3� § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigneri, hereinafter referred to as"Grantor”, does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 15, Lot 3, Ridglea Addition also described as 6312 Curzon Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and constructian af or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property, TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purpases set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the � day of , 20 /0 GRANTOR: John F& Marylin M Sammons �� John F Sammons Marylin M Sammons�— �� `7k.c,(Q�' �.r,�� G��a.`� . G��`e. �-��`�." ` �� 'fEMPORARY RlGHTOF ENTRY � /�� Rev 6i2W7 G � • �/�- 3ao �� 7 ass-�'(d,6 r � Y � • � CURZON AVENUE M „9 2 � 6308 CURZON AVE RAIN�OLT, JAMES & CJUINBY P 6308 CURZON AVE FORT WORTH, TX 76116 E� BRICK IYr1LL TEMPORARY RIGHT OF ENTRY—� I � 3 LOT 3 BLOCK 15 SAMMONS, JOHN F. �TUX MARILYN M. I 6312 CURZON AVENUE FORT WORTH, Tl! 76116 INSTRUMENT NUMBER D205322805 I D.R.T.C,T. b �) Z � � Z � PORT n y 1+00_---�,+_ _. _ —. . �--�C �� -=--��—__—__ -- � ; -- - - _ -.� :�� ca� � - � � = � �� --`\ n 9" WIDE FOt;k � �-, � I � FLCWER HED � � 1i � r I � 7 � �n T � � r ni r� �, � �� 0 6316 CURZON AVE GARVEY, RICHARD F & TERA 2�� P� BOX 9600 FORT WORTH, TX 76147 __ a" cor,cr�F�7e RUNNEK' � O � c N WOOD T SHED � / m � ;� L WOOp FENCE i �/i1 � _.- -- -- ---ti�,� ` INK p �'-'�=" M �[NGE - WIDE ROCK M� , �\ FLUPIf.'tt DED SHE� � '� I ( / f) � \ � �� G � T f'l N 1 a 0 � � � � W 0 � � ; N n as y o n o� �n N %� U� PLOTTED: Jon EXH I B IT ��A�� rIAY Cf:(?UNt) � Y'r'('�C1 FE:NCE AI2EA .�-- � - WOOD �: SHED .� ; Y r 'J_ Ir I (? f'� _� PARCEL NO. 37 6312 CURZON AVENUE LDT 3 B LO G K 1 5 RIDGLEA ADDITION INSTRUMENT NUMBER D2�5322805 P. R.T. C.T. � ^ 1:tlpm J� � Sanitary Sewer Main 272-D2 ' Sanitary Sewer�ystem Rehabilitation and Improvements Saaitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 ' ll.O.E. Project No. 3764 6308 Curzon Avenue ' Lot 2& TRI OUT SWC 1, Block 15, Ridglea Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Rainbolt, James Etw� Quinby P., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 2 & TRI OUT SWC 1, Block 15, Ridglea Addition, also described as 6308 Curzon Avenue (premises), for the purpose of rehabilitation and cflnstruction of or recannection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contr�ctor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this � day of ✓�� , 20�by Rainbolt, James Etux Quinby P,, owner. 1 ' . / ��%� �, � � / � a �_""""" S � . (': � � WM �..i �-- �'� C �t ` CURZON AVENUE IIVM N�It18 � �b2i3HNJVH.zf M .9— _.�� -- ` TEMPORARY RIGHT OF ENTRY I � 2 20' 6300 CURZON AVE LOT 2 dc TRI OUT SWC t BLOCK 15 PELOUBET, JOHN R RAINBOLT, JAMES ETUX QUINBY P 6300 CURZON AVE 6308 CURZON AVENUE FORT WORTH, TX 7g �� g I FORT WORTH, TX �6116 vo�uMe o, P�ce o �O, 4/ �� F � � �- H': . . f�' �ik: ;K %'i''f i `; ✓� �'.. L . ,,.; ;i i\ ::':.::'i-'.: :::'::..:..._..:..:�,�t +00 :.�:_. � D.R.T.C.T. � �•. ."o'' f' I ; GREEN I -- �R ^• , _._ ..... ,_ .................. t. - -...._....... � �, �"�PG �Ot^� i , �1 �'` ss � 9� ` �` 9 � � � � �� y� �1 �Q � � OQ \ — , ` G!' 2y�>��"� � � � a',��'�, �ss� �\` � �� O , ��J ..-,... .._ �G �2 � n !�_.�.,! r: �" ;v'r.'..,. �>.:t:; � ,�� .. t�.�3`T:!:i? .,::?: ' � __ � `, �:; E -, � •,r' f �\ . EXH I B IT "A" 3 6312 CURZON AVE SAMMONS, JOHN F ETUX MAF 6312 CURZON AVE FORT WOR7H, TX 7&116 , ; �1 t( t" �; i,�ii�il.it:: . �. t <: + .�ivlY�:�? �,� i 'fh : � �,� < f }��ilii 41].'� jt ' , ' ` :.. � ..a� raUn'� r,,'��i� ... "_--, ,�' _ +�,;�•,` ff ,v� _00 ..._.... ...... •.�::�.-`*^T;.;..r y � ;�:?�;��Y . ��. ` � i //�:,: ;....:�u f'F.'f�';C.4 k �;, �l i J t'," Scr�;i +i�r.Y; �,/ 1\ . �'; C�;;:: h� :�::i? HE�� '~ : I A =;:1 � ,J f^ '.• 7 I �� PARCEL N�. 38 6308 CURZ�N AVENUE LC]T 2 Sc TRI DUT SWC 1 BLDCK 1 5 RIDGLEA ADDITIDN VD�.. O, PG. p P. R.T. C.T. " Sanitary Sewer Main 272-D2 ,� Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # 39 Doe # 3764 / WO# PS58-0705$0175080 6300 Curzon Ave Lot 1 Less Tri Out Swc, Block 15, Ridglea Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § � § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 15, Lot 1 Less Tri Out Swc, Ridglea Addition also described as 6300 Curzon Ave, Fort Worth, Tarrant County, Texas, hereinafter referreti to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the conditian it was in immediately prior to accessing the Property under this Right of Entry EXECUTED this the �� day of , 20,� t i•' ��' '- � �• ��. /ii � . .. � �. � A TEMPORARY RIaHT OF ENTRY Rev. 6/2007 �, � \�` . �� \ � I p� :�'� \� � �� CURZON AVENUE i�. (`: \❑ WM AM2i3BN�bH.Z1 M .9- y �..� \\ � .�-_. _`�' ��-- -- _" � � — — • �� \ \\� � � \� � � �09 Hoiae 1 � 2 � �� .C\ �o yi ��` � � lOT 1 LESS TRI OUT SWC BLOCK 15 6308 CURZON AVE �11 \' PELOUBET, JOHN R RAINBOLT, JAMES & QUINBY P � \`� \ FORT WORTHNTXy78118 � 6308 CURZON AVE �O l�� voi,u�E t2s27, P�GE te9 I FORT WORTH, TX 76116 D,R,T.C�T. � ,� �-9G � '� �2 � G Cn � -__.._ _ ,_„_ �,� �. \� r,� � � � ;�a�� •� , I �� a, RIGHTE FpENTRY I � �'��; � � p � � GREEN ( CAR O � �N��\� o��\ � 'C N��\`\ d\ � �� 2 \ \ \ � �\� , --�\ , N � �"f�j `� wq BRICK ��, e�i1 �t+oo_ J',y 'A � �f,t--=-�. T.�I `tj+�G� �C+ 9y B �� r�Q � � tiy+��-' ' ♦ ► ��J�� '?a � �J ti� . �,,,. ,._. EXHIBIT'�A" � PARCEL NC�. 39 63OC7 CURZON AVENUE LOT 1 LESS TRI �UT SWC BLOCK RIDGLEA ADDITION �� VO L. 1 2627, PG. 1 89 P. R.T. C.T. /" � 8" 1 FLCt z r \� u �� 15 F - � � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabititation and' Improvements Sanitary Sewer Rehabilitation Contract LIII (S3) Water Project No. P�S8-Q70S80175080 D.O.E. Project No. 3764 3029 Bigham Blvd. Lot 14, Block 23, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Hemphill, Michael D. Etux Shery, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 14, Block 23, Ridglea North Addition, also described as 3029 Bigham Blvd. (premises), for the purpose af rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. This agreement is executed this � Hemphill, Michael D. Etux Shery, owner. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � day of � , � a1j�"L� bY �� C�p � , �P - ��.� . �� . ��;`��!"��.� w _. i � ��. ��P� �� i ,� ,- ...��,��i� ��t� ��. � r,,��.R.� �.�� .� �� c��`��.� �� '� ,'� I ��.•"'` �.:' \y�` ��-� .�=';`:' � . ,��G�,,.., �� e?,.. �. � �''i ..,�` �;. •� '�` � �r.�; r 'i,� �,,�-�,. � �� :r C�'Ar � � : / w . ,� �� ..� .�¢A ��°�'��.. � V ' �f 1 t�(t,,,r/� . � F �°"" ^", � �� `' � r �.,.. ,..:< � .� y�sv+�....�s:Mx , � J �..� ,! � � ��K .�j�'-rt�J� fp `ne�'^ � E...{'i J'�`�''� � ` �, � � � r � � ai � r`~ . P i i ---. _ _ ___ ` _ 3028 EDGEHILL RD A81LEZ, ELVA 3028 EDGEHl�L RD j 1 O FORT WORTH, TX 761 16 � i ' w000 _....�( i... '';:%, ��//�%' ONE STORY , FRAME •� BRICK HOUSE ;f t� ;; CtiFi(:i?��7C '��'��.y � �: % . % /': . �\u`�N� � / �, , f � � —.. . ii t;' .tY^,)r, rr,..,,,.1i:i. IY K ..�... � c7'l' ��. •, / r �1. � �r :<1i'� ':4�: ,-; ::� '�'fi�• '� fv %i. �'%j� lj '� AK.. .�,.... : .� � � %.; �;'QNE STORY � r I 20" ❑ � ` ;Y BRICK HOUSE , i ; f,, l� 3024 EDGEHILL RO �� ' � -� HUX, TRU�TT P& 4' TRnEE�i� ;;: JUDITH A ,., ! ' .............. : : � .•� , 3024 EDGENILL RD �:� � �� FORT WORTH, TX 761 16 .4 ; 9 '" � � f � _. ._ ,�_ _ � �� 0 ____ _ r, ___ _ _ 7 � ' �i� ;� ,�,►_-�....� �� --=-�.�'�'..— — ---------___. � EXHIBIT ��A" � �`/ �� ,� ;'' -� �j �Ij �,p �'� �,-�� , � � 0 � 0 J a PARCEL Np. 4p 3DZ9 BIGHAM BC�UL.EVARD Lt�T 14 BLI�CK 23 RIDGLEA NDRTH ADDITIpN VD L. 1 2 6 1 1, PG. 534 P.R.T.C.T. � 9176 TEMPORARY RIGHT OF ENTRY . � r N C� �= 2�� LOT14 BLOCK 23 � HEMPHILL, MICHAEL 0 ETUX SHERY � 4 3029 BIGHAM 80ULEVARD FORT WORTH, TX 76116 Q VOLUAIE 12611, PAC� 534 � D.R. T.C. T. ......._.�... `'�r [\y.�,p.�; CTi��_ � � "'_'_-----�-.._ W ;' 3025 BIGHAM BLVD Q KLEIN, MARK & AMY = . 3025 BIGHAM 8LV0 (' , FORT WORTH, TX 761 6 ��i�-� �' ,y � � � � � 4 : °� ar — --i+ ✓ c..,t .;t, ��,,< � . �p �,�`✓��,'�.J�r �r � ��, �,��', r1 �U' �P'�;,/� +1 S �. � f� . ��,�� ±' �Y �W '�� i V 't . ` �� ' �"�i , �t>� 16 � ��1' �� '� j � � t �?� �� ' Sanitary Sewer Main 272-D2 � Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 3p24 Edgehill Drive Lot 9, Block 23, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Hux, Truett P. Etux Judith A., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 9, Block 23, Ridglea North Addition, also described as 3024 Edgehill Drive (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � This agreement is executed this � day of „� • ��. , 20Qt�by Hux, Truett P. Etux Judith A., owner. � � a � VE I � � �v — — �E —_._"_ — — 761 16 r: � 3028 EpGEHILL RD W �^ n 3028 ZEDGENILL RD '" �, � , , , LL � �� ;� � '�j, � O FORT WORTH, TX 761 16 ` —' '—" ��14' EL in' ��' p W�.t � j WOOD z � Y SS A�H .J �//,.%/��, O N E S TORY � M e �` � T O P= 758.71 3 0 2 9 f � � - i BRICK HOUSE �� s A-FL-6"IN=� 5 5. s s ( s) H E M P N � CnFdCRE-fE ��/ /��////ii % j i .-�r��' v B-FL-6"IN�7ss.s5 (N) SHERY ��ivE ,,., /, I �ur 6"Q755.so (F) 3029 E a + o, �(,� ��-��; -0j � s� woop �Fr�cr ��' � FORT N ' w� ` 14 ��— lb'H ,'R �8�00� h'�7JU T1N ER� � � itUU�- :tNG �' � �I--h L �NCRETE 6' TRE IY[ � � I n 6116 � � — 61i,_ % ;�, �� ,�- � i y ,� ;• -'ClNE STO 20' ❑ < • ' �'9RICK HDUSE � � � / LOT 9 BIOCK 23 4' TR�EE�� % HUX, TRUETT P. ETUX JUpITN A. W ,, 3044 EDq#LL ROAD p v � MOI.UME iJ S6. �ACE�77 G UNCRETE D.R.T.GT, s' � i��vE 9 � � z �` � J' �V I TEMPORARY_/ RIGHT OF ENTRY ` I � 8 �_ �_-- � cF� ��a I � � �� 3025 BIGNAM KLEIN, MARK 3025 BIGHAM F'ORT WORTH, 15 Ii�I 16 �i E X H 1 B 1 T��A�� N � ai PARCEL NO. 41 3024 EDGEHILL DRIVE LOT 9 BLOCK 23 RIL�GLEA NC�RTH ADDITION VOL. 1 3856, PG. Z7 P. R.T. G.T. .._. ___. _._ - � JUL-f �-4UVy i�iC,:� V N i Yu i i i v i�� • yfpj�ry Sevr�r Mtun 272•p2 �snitary 5Qw�r 3y�tem �tcb��ti�ation su+d TmprOvi:m��ti� Saait�ry 9c�Yer RebY�ilitAtinn Canrraat LTA (53) Wllter Project No. l'556-07058D17SU$0 n_�,L�. Prtl�jeet No. 37b4 3oze Fdg�hiil i�rlve �ot 10, Btack 23� itid�l�a Nort1► Addition TENtYORARY RIGHT-OF-ENT'�i:Y A(;itEEMENT �� AbiliT, N1Ytl, Owp�, hcrewith gt2nt5 pani�issio►t tt� the City oF Furt Wortb .�nd its indepenile.�u r.untractor� to cnse�� upo� the 'ewa�rS' rroperiy loeated at Lot !0, Slock 2�. Ri.dgle� Norih Addition; ai5o dcscnbed as 30a8 x�d�ehill 17rive (pzemis�g), fOr 1�he, pm�osc of Yahabilitati�n nnd cotuttuctirni of Or »onn�chrnt of pn� snrvice to Stu�iisuy Scwer L�tezal 2144. . . �ny cnay �d uso ot� premis�s by t1,G r.►ty o��on'Wortb� ar its �ndapende.n� cantractox �u�dca thc Rigbt-o� 5ntxy ao ecracnt r.hall be peTmi�si��e anQ shall r,�t constitvice p trr�pas� So the prc�periy by tha City or its i�dependent centr�ctar. The City of Fort W�I� �aM' ��g� to r�etozc�th9 i�o�s� be pe��rmcd initaout'p�Y existr,r�t pnor to ontzY. � rescor.�►tion i� rsqt�ised, meMsa, wGatl1cr percnitiirt�. � This agtoem�t i� oxecuted thie �t ' daY of �_�� j� —�—� 200�by Abikz, F�Iv3, owu�r. • �•� ,i � . .� � ,�u� �e 2R�c�a i7 � 51 RAC� . Gl� ** TOTAL PAGE.02 ** 0 �, :J 4I � � _ I � - W �v 76116 �� `� a w �`nn c� � w II � � �n�� a �D I �� 14'EL! N��o vrrA _� �I I S �- � �'II I i� � ;''T 17+ 00 it�NG�—'' ( ' � � ��'e 6� TR E � 116 � � �� 1 � TEMPORARY RIGHT OF ENTRY� LOT 10 BLOCK Z3 ABILEZ, ELVA xze mcaiu onivc ron� wa�TM, T% 761f6 / Vl1LUYE O.R.T.f T,AGE JOt j10 _J :%�-; ;;; oNE sra�y , . / BRICK HOUSE % / CpWCRETC �� /;/�;;%/�:%%�, -�'�.�atvF 6' 141UCiG f � , _ „� `.K, %� %�/�i' // \ wocu rira. i%":f/NE STOR�� I 2' ��RICK HOUSE � 3024 EDGEHILL RD � HUX, TRUETT P & !/, JUDITH A '� '' 3024 EQGEHILL RD FORT WORTH, 7X 76116 9 — — — ---- ._ — o, � � � � $ �� cr ; 7� � � 7 ��m � �, — — w WOOD � ? 5S MH FRAME � � TOP=758.71 3029 BI 'j � � z A—FL-6"iN=7ss.s5 (s) HEMPHIL % , c.� B—FL-6"IN=755,ss (N) SHERY .� �s ;,� ;, . I ;i o� s•-�ss,so (�) 3029 BI� • ji;% `"� FORT WC _ 14 4' TR�EE��' � o � � � �� . F.Er.cr 3025 BIGHAM KLEIN, MARK 2 3025 BIGHAM FORT WORTH, 15 � 16 EXHIBIT "A" PARC E L N D. 42 3D28 EDCEHILL DRIVE LDT 1 O BL�CK 23 RIDGLEA NDRTH ADDITION VDL. 1 2209, PG. 3O1 P. R.T. C.T. � _ �3 � t Sanitary SewPr Ma�n 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6445 Kenwick Avenue Lot 13, Block 22, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Swenson, Helen M., Owner, herewith grants pernussion to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 13, Block 22, Ridglea North Addition, also described as 6445 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Workh further agrees to restore the premises to the same condition that existed prior to entry. If restoratiori� is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this .'f � day of �c�="� , 20 , by Swenson, Helen M., owner. — OWNERS: .�,��'�'� �,.�-v-Q,�'� . . 10 ON AVE IAM R ON AVE H, TX 76116 s•Z9 W000 •19 sucn , � � �� I 12 I 644.4 CURZON AVE RIODLE, MARTNA I 6448 CURZON AVE 6400 INCA RD KREIG, MELISSA E7VIR FORT WORTH, TX 76116 JOHN K 6448 CURZON AVE ( FbRT WORTH, TX 76116 j �, �� i'' '' f � � , ' !t ,.�.�^ Y: ` � .2� i �i~: y; j WOOD N i j `" i�_ sE) W�d • %.i 3 I�,...� /( —}�_ I il . 4' �w �� . �o � n n N N Z n ��a1O y�G.'o ;�`C '��'i�,��r' `�` .�._. �...._. '� � i �. � 16+00�' ;-.r . ' � 5� Y1��;' F't;ur�•r1 � - ;,.,t... � "HACIy Raq�' RHUhbLIC' , i �;�,6•p� ' , � C) I . . ..7: y � . ..J t 0' OAK : j .:.. 4'�'rl:;' ' �4 : � ; //%f; , `v_. � .......... ... , I LLi I .,E Sto C�FtI.�� ` 6, :, � � ,. �; CK HO ° <:1 ; ..__......__. .t�. ' � �; � /, ;:f .. ��.I. TEMPORARY � :NWICK AVE 6441 KENWICK AVE RIGHT OF ENTRY KATHLEEN A HUBER, STEVEN JOSEPH :NWICK AVE 6441 KENWICK AVE )RTH, TX 76116 FORT WORTH, TX 76116 LOT 13 BLOCK 22 SWENSON, HELEN M � 6445 KENWICK AVENUE � � F VOLUME 0,� PACE6016 � D.R.T.C.T, 15 14 � I 13 KENWICK AVENUE EXHIBIT "A" � [.1 � O � 0 • • � J __.1 _ L.�.I � �.1..� . ,�_; . . ; -.; ..I I �: ,10 � � / •rr�! i � /i ...................._.....i f.. /,•l%%/ •� ��v�r{: ; f. �. �''�_.' `i• : � ?��;. 1{��:�:,_I.. �B+Op? �t-7I % -� :t�i��..._.. !�: , ii i ; /�NE �' � � � , � �C� $ � `;.; 30z � :� ,... ' �. %�, HUX, '` ;•`,/, JUDI � �'1�L -......_......._...... , 302� ,i 1 i ;r�..rtF:!t FORI 9 .,. {� � � ( � , � I � I PAR C E L N D. 43 6445 KENWICK AVENUE LOT 13 BLOCK Z2 RIDGLEA NDRTH ADDITION Vt� L. D, PG. � P. R.T. C.T. a�� Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 D.O.E. Project No. 3764 6437 Kenwick Avenue ; Lot 15, Block 22, Ridglea North Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT `� u Boone, Kathleen A., Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 15, Block 22, Ridglea North Addition, also described as 6437 Kenwick Avenue (premises), for the purpose of rehabilitation and construction of or reconr�ection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this .�� day of ��..G-�,a-c,�.,� > Z�o.�; by Boone, Kathleen A., owner. ' OWNERS: `�') Q�,6�-�,c.�,--� C�. i��-�-� 3 '� 1 9. i 6436 CURZON AVE HUDSON, MATTHEW B 6436 CURZON AVE FORT WORTH, TX 76116 ' w � � Wnnn Frrv,��r. � 5� O Pp BU WOOD SHED � ' :NWICK AVE , KAY WATSON fi433 KENWICK AVE :NWICK AVE RUSH, SHARON J )RTH, TX 76116 HC 68 BOX 898 ' KINGSTON, OK 73439 � 17 16 KENWICK AVENUE w � li G O � � WO�D � • ! HAC,j( 10' OAK � � G 3 io I LOT �5 BLOCK 22 BOONE, KATHLEEN A 6437 KENWICK AVENUE FORT WORTH, TX 76116 VOLUTAE 12736, PAGE 556 O.R.T.C,T. TEMPORARY RIGHT OF ENTRY 15 11 � � 6444 CURZON AVE RIDDLE, MARTHA I 6448 CURZON 6400 INCA RD SMITH, DONALC FORT WORTH, TX 76116 6448 CURZON FORT WORTH, ' � Iw � �J� 4. Z W � I z � -' =• WOOD z C!!1J � , S� � � I . .,.. ��.J��`i�� CL :�, < L.16+00� g ,,- �j �E'PlCE _,..(�{{� y- Hl:1�DGK1Ya'77� � f.,ta(.�r v (6441 KENWICK AVE w HUHTANEN, JEFFERY & CARRIE 6445 KENWICK A' 6441 KENWICK AVE SWENSON, HELEN FORT WORTH, TX 76116 6445 KENWICK A' I FORT WORTH, TX 14 ' 13 EXHIBIT "A" �Im 0 z PARCEL N[-J. 45 6437 KENWICK AVENUE L�T 1 5 BLOCK 22 RIDGLEA NORTH ADDITION VOL. 1 2"736, PC,. 556 P. R.T. C.T. ��,m i J z f4 (� 4' CHl,IW � �.��. .,,... �r I � 10 �6440 CURZON AVE , BUSH, WILLIAM R 6440 CURZON AVE FORT WORTH, TX 76116 SS MH TOPa 758.99 �-6"�N=753.29 OUT 6'e753.19 i' VrIGE _ ' � °4 Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080, D.O.E. Project No. 3764 6433 Kenwick Avenue Lot 16, Block 22, Ridglea North Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORA.RY RTGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY TI-iESE PRESENTS --;;�. i � ; COUNTY OF TA1tRANT § TO That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after refened to as "Grantee" a temporary right of entry onto property described as Block 22, Lot 16, Ridglea North Addition as shown on the deed recorded in Instrument number D206368078 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter, referred to as the "Property", for the purpose of construction of new sewer line within an existin� easement and disconnectin� home from old sewer line, and reconnecting to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose sta.ted herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. _- . _... . __ .._.. _.. _ . _ - __ . _ _._. .. . . _ _ . ...._ _ . . . _. . _. .. . . --- _ .. __ .. . _ EXECUTED this the R�F�' day of M a, cr , 20 / D. C�.7:��IL� . .�u�-� ,�, eoh� ,�� . �'.�-�-�- (Please Print) (Signature) (Authorized Title) TEMPORARY RTGHT OF ENTRY Rev. 6/200� G:\1210�3750-3211'ROJECT�RIGHTS OF EN7'RYUtOE 2010-01-12i46ROE.DOC t 1 �� • �� .- _ CURZON AVENUE — — '--------- _ _ _ 1 8 � ' 9 � � �� 11 6436 CURZON AVE �6440 CURZON AVE 6444 CURZON A` HUDSON, MATTHEW B BUSH, WILLIAM R ETUX I RIDDLE, MAR7HA 6436 CURZON AVE JILL 6400 INCA RD FORT WORTH, TX 76716 6440 CURZON AVE FORT WORTH, TX FORT WORTH, TX 76116 � ' � �:: � ,� i � 1� � SS MH �' � 70P=758.99 � �� ' �'� � FL-6"IN=�53,29 WOOD � � � -• OU7 6"=753.?3 r��, � � V1i�D�f,.-�� 4 � C'H�ItJ ElS1�t•�'[.. �� u.r„ .. _,.. : ��--- - ,--_-�- — ____.S. — '�� . � I I I � f 6429 KENWICK AVE WINTERS, KAY WATSON 6429 KENWICK AVE FORT WORTH, TX 76116 � � � I 18 17 KENWICK AVENUE N I a 0 � 0 � � � W 0 O � :J'1 N i�r� li L G C.'i 2��.�" cp LOT 16 BLOCK 22 CONN, RUTH MOORE 6433 KENWICK AVENUE FORT WORTH, TX 76116 iUMENT NUMBER 0206J6807 D.R.T.C.T. 16 TEMPORARY RIGHT OF EN1RY ] 1 .� t�tL�.t.. � --"�` "'16+00;� �' wcoc> r,:r�c,t � � "HAG�S aa��RHI:I�bL ' SH DD 10` OAK (�� 1 / 7 C" I «, � 6437 KENWICK AVE 6441 KENWICK AVf BOONE, KATHIEEN A BROWNING, BENJAh 6437 KENWICK AVE ETUX ELLEN e FORT WORTH, TX 76116 6441 KENWICK AVE FORT WORTH, TX ; � � 15 14 -- _________-- — _. ._.......,.._.. _.. ..... .... ... ... ._ ...... _.._ ..._�....... _......_... . . . .. _.. .. . . . ... .. .. . . "' . .... .. .. .. . . _. . . .. _.._ _ . .. .. . _ .. E X H I B 1 T'�A�� PARCEL NO. 46 6433 KENWICK AVENUE LOT 16 BL�CK 22 RIDCLEA NORTH ADDITION INSTRUMENT NUMBER D206368078 P. R.T. C.T. PIOTTED: Jan 12,2010 — 2:4Zpm � . . , � Sanlhry Sewer M�in 272-D2 . Spnit�ry Sewer Syatem Reh�bllitat[on �nd improvement� � Sanit�try Sewer Re6abtUtatfon Contr�tct LIII (53) P�rcel �l 47 Doe # 3764 / WO#� PSS&070580175080 6448 Curzon Avc Lot 12, 8lock Z2, Ridglea North AddiNon STATE OF TEXAS CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY � � KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § � That the undersigned, hereinafter refened to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 22, Lot 12, Ridgle$ North Addition also described as 6448 Curzon Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnecrion of private service to Sanitary Sewer Latera12191. Upon execution of this agreement, Grantor wilt gant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shal) include the right of Grantee and its cmployees, agents, representatives, or contraetors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singulaz, the rights and appurtenances thereto, anywise belonging unta the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shal! restore the Property to the condition it was in immediately prior to accessing the Pro erty�ed�er this ight of Entry. %� ,.-�-,.,�,.�.� Q`.,,, .� ��,;,,�,,� f��, ��<� � f� T!1" v i � � oa �,�. ��-<.� �j` < <✓ ' �-i. ,,., G �""-� S � EXECUTED this the yi�i day of 20�p, , GRANTOR; Melissa & John K Kreig � % � Melissa Kreig TEMPOItARY RIGHT OF ENTRY alV. 6!z(�oi Y ✓ I�` V ohn K Kreig � J J : ' � r • CURZON AVENUE ---___ � I 11 � 12 � AVE 6444 CURZON AVE 1 R ETUX � RIDDLE, MARTHA � LOT 12 BLOCK 22 6400 INCA RD KRIEG, MELISSA ETVIR AVE JOHN K. FORT WORTi�..._I'X_.Zfi1.15-• - --- — 844@_CURzot�.,�1�E._-__. _ fiX_ 7�j.j�--.... ..--.----._.__ _. .. . FORT WOR1H, TX 78tt6 � NSTRUMENT NUMBER D20527767 D.R, T.C, T. �; � TEMPORARY �' �� W � RIGHT OF ENTRY W�� I iw z I14 SHEp � � I W� N � � /// � � S . • tJ �,i-. _ L EXH I B IT "q" --,. � V -r UV �.B s' r,�� s' woor� rEracE_ 1._,_, i> '1 •HAG.IS RR��~HUnULI� c: c��f6' P +00� 10' OAK � iNC -� �� -M v��LL Qi ------- --._. � �' � �,, E STO CUNC!'ETf 6' TRE� � CK Np nrr,vc � I •3' ------ '-�._ _..... 'V � �� JICK AVE 6441 KENWICK AVE 7HLEEN A BROWNING, BENJAMIN ✓ICK AVE ETUX ELLEN 6445 KENWICK AVE 'H, TX 76116 6441 KENWICK AVE SWENSON, HELEN M FORT WORTN, TX 76116 6445 KENWICK AVE � � FORT WORTH, TX 761 16 I � � 15 14 � 13 N I g � � W 0 � -• � _........ .---- - �� ._. ... .__. _ h � �f ��h • ,� = y 3 4'roi° ': a i I J I .!10 � 'EL uNi�4'� � f v;t.+ I ff� I�� ! + r.._.. _ _____.J L_ � ; �i",,% ,; CCJrJ;;FE7E �% �.. 4 �'\..-'`.DRIV�' Q � J Z Ll.l � W "rJl � 18+00� /,�,;�� Y/,.-,. / �;"aNE src ' �RICK N ; 3024 E '� HUX, J ; 3024 E FORT N �. � =� � i i I 8 � � �` � PARCEL NO. 4'7 6448 C U RZC� N AVE N U E LC]T 12 BLC�CK 22 RIDGLEA NORTH ADDITIpt�J INSTRUMENT NUMBER D2p5277675 r P.R.T.C.T. GG� PLOTTED: Jan 12,T010 - 7:4Jpm 7 ' � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rcyhabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080 ll.O.E. Project No. 3764 6444 Curzon Avenue '; Lot 11, Block 22, Ridglea North Addition TEMPORARY RIGAT-OF-ENTRY AGREEMENT �i g R.iddle, Martha, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot 11, Block 22, Ridglea North Addition, also described as 6444 Curzon Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shali be performed in a timely manner, weather permitting. �'�,G This agreement is executed this L_ day of �.��-e(../ , 20� by Riddle, Martha, owner. � � �� '� �,.,�� l i .�� .�� .� �� d J� �� / C� �� .�c��e' 2� �' �� i�� , I � ��,�j.��! �/ �=��•�"� ��u�� ` �� .Z%� ��f �� r�I ' �G�i"-'��6 �X.C.v �� / "' �O O ' ( / �� J � ; 6�=� � �GG�-�. � .��'� � � �� j 7_ �3 /-- 73 9y� � ��.�, �'�z`C��w�� .3�. �D .''�`�� d � 8 N h �� TEMPORARY _ RIGHT OF ENTRY--� — � --- ____�______ 9 � CURZON AVENUE m 10 � 11 � AVE I 6440 CURZON AVE LOT 11 BLOCK 22 'THEW B BUSH, WILLIAM R � RIDDLE, MARTHA V AVE 6440 CURZON AVE 6400 INCA ROAD TX 761 16 FOR7 WORTH, TX 76116 FORr woRn�, nc �s>>s VOLUME 91J ''; L.. :t� i.:iyHi: � Y� I I��:. rc..:... +: 2, PACE 357 D.R.T.C.T. i i SS MH �!<. � ti j TOP=758.99 i t � � ,,> � Fl-6"IN=753.29 WOOD ( i :� N • OUT 6"=�g3, � g SHED � j jt� !.1j�::^ % % . � 4 � I !�`JYA� '•: r`ij j : � ...•. 12 � 6448 CURZON AVE � KREIG, MELISSA EIViR JOHN K 6448 CURZON AVE FORT WORTH, TX 76116 �� . � �i 4`E WOOD z'�(� �`� YY(. - ''t'-'.:t�.: SEW � `', � �' � �— 15+00 � •� ,..., :...,,,..,.. '� � c� r 1 i ,:, g••, �.;:;:�:c.�• � ....... ..._.... •, � '':.. •.">.� •1 ,FIAG�4 �RR"F�ai�H 16 L� �'B _..;t �.. ''WooO ;, � ! � �:u6' P � . ;. +00� ; � �, K '. / /i;•.p. !,; ;i� SHED �A ; wo0 •: .; . , ii�;;.._� p' �,l.h i': r� ;-: ,� �`:..� (� /r'i':•, ..'tY�:�.:,........... j,� `. 3 4 'i "�� ! E STO .' ^:}, •n•.�;,: J . � � ;,� �.. �v;...:: . 6" 7RE �,, � r.� ! 1��CK HO .....L",r`-:. . :n f .. ,:; - -..�..._ .........., . �.: r� s:�� ; �� f �t� I ., =NWICK AVE 6437 KENWICK AVE 6441 KENWICK AVE �UTH MOORE BOONE, KATHLEEN A HUBER, STEVEN JOSEPH =NWICK AVE 6437 KENWICK AVE 6441 KENWICK AVE 6445 KENWICK AVE �RTH, TX 761 1 FORT WORTH, TX 761 16 FORT WORTH, TX 761 16 SWENSON, HELEN M � 6445 KENWICK AVE I � f FORT WORTH, TX 76116 I I 15 14 � � � 6 13 ---------__._ _ --- _________--- — _ EXHIBIT "A" PARCEL ND. 48 6444 CURZI�N AVENUE LOT 1 1 B L� C K 2 2 RIDGLEA NORTH ADDITION VD L. 9 1 3 2, PG. 3 5 7 P.R.T.C.T. �w �� v 1O �� i u ? '° m NOJ� ��'-40 � . • � _._1 J _ � � L1J . ,{`, �� , �� ' Sanitary Sewer Main 272-D2 0 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water praject No. PS58-070580�75080 � D.O.E. Project No. 3764 ' 6440 Curzon Avenue Lot 10, Block 22, Ridglea North Additian TEMPORAItY RIGHT-OF-ENTRY AGREEMENT Bush, William R, Qwner, herewith grants pex�ission to the City of Fort Worth and its independent contractox, to enter upon the owner�' property located at Lot 10, Block 22, Ridglea North Addition, also described as b440 �Cwzon Avenue (premises), far the purpose of rehabilitation and conshvction of or reconnection of private service to Sanitary Sewer Latera12194. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the pxemises to the same condition that existed prior to entry. If restoratioz� is zequixed, the work shall be performed in a timely ; manner, weather permitting. This agreement is executed this � day of ;�� > 20� by Bush, William R, owner. � � OWNERS: �:�;:�. � � ��, . �....-- e � s TEMPORARY RIGHT OF ENTRY -- _____-- � 9 1 6436 CURZON AVE HUDSON, MATTHEW B 6436 CURZON AVE FORT WORTH, TX 76116 � w U � ' � � � IWICK AVE KAY WATSON WICK AVE 'TH, TX 76116 � � 17 Y z � r= U 4' CHqlpl LItJ * �--t- WC�nr .ir�. � F' 6433 KENWICK AVE RUSH, SHARON J HC 68 80X 898 KINGSTON, OK 73439 if� CURZON AVENUE 2Q' �o � �i � i2 LOT 10 BLOCK 22 6444 CURZON AVE BUSH, WILL.IAM R � RIDD�E, MARTNA I 644$ CURZON f 6440 CURZON AVENUE 6400 INCA RD SMITH, DONALD FORT WORTH, Tx 7s�ts 6448 CURZON F vo�u►�E o, PAGE 0 FORT WORTH, TX 761 16 o.R.r,c.r. FORT WORTH ss TOF FL— , T} I H � � �, > 758.ss N � �Nm753.29 W000 � � f :� 6"=753.19 SHED =, z WOOD 1' WIOF � J � ` z 30 �_ • " /� v � � _� /�_ �`'��.... sFw • c� .�tUU `�F'� +a,�^,�,1 cc-N�E ^ . . _ - ^ P 8�G'LM.. �. ..�6-I-�0; -B, � , � • % G • F.' VrqOU FENCE- �� HA�iS RR1�"1'Ih1Uf�DGff � GM6' P z � .. .. , � w SH OD 10' ❑AK 4 wA q p c' � c E STOR � 3 � I � CK HO DI u�' io I C I __"— w 6437 KENWICK AVE 6441 KENWICK AVE BOONE, KATHLEEN A HUNTANEN, JE�FERY & 6437 KENWICK AVE CARRIE 6445 KENWICK AVE FORT WORTH, TX 761 16 6441 KENWICK AVE SWENSON, HELEN � FORT WORTN, TX 76116 6445 KENWICK AVE � I FORT WORTH, TX � � � I �5 �4 I � I 13 E X H i B I T��A �� PARCEL Nt�. 49 6440 CURZ�N AVENUE LDT 1 O BLOCK Z2 RIDGLEA NORTH ADDITIC]N VOL. D, PG. O P. R.T. C.T. ��,� 0 �a Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabititation and Improvements � '� San�tary Sewer Rehabilitation Contract LIII (53) Water Project No. PSS8-070584Y75080 D.O.E. Project No. 3764 6201 Greenway Avenue . Lot D, Black 20, Ridgtea Greenway Condo Unit 5&.1021 CE Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Krauss, Irwin: Krauss Personal Rcs. Trust, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owners' property located at Lot D, Block 20, Ridglea Greenway Condo Unit 5&.1021 CE Addition, also d�scribed as 6201 Greenway Avenue (premises), for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2186. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this � day of �% ��— , 20 d'�by Krauss, Irwin: Krauss Personal Res. Trust, owner. OWNERS: � � � �t,G.��.�( ' � . � I t��UC;K 20 ,� , .,....; ., -:,.,�. �� o � G� ; � �.:_ �ti �; •.: �.;< �,� � , � �► p ( RID Eq :. ; ru�� -..�,; ., jr,� i � VOL. � : ��.> :��,i , , I 388— , p�, �' ! ,�- i i ,.°;� ;!i �: .; P.R.T.C.T. ?:� I ,. l� 'ri -- s�,.. � ' , cyi `^�� Et il \:� �r I i., � j, J I(' ( • , . :t , . :� 5TORY � %�I ��J 6 + ��: i�t.:: w : 213 � v,.. �� 'I �», ' . �\ = .> � � ' � ;� •�i>;� : z-�. 3 ;� BRICK:`�`�; :.. ,. r� , RIMB � ,j _.� � . .�. , .� .. . EY J • �, ;i ' : ; :� ;\ ;;� .___.-- ,�.� t f� ROSEM� . . , .. : . . .. � � �I ��> t : :; � �:� .. >;' 6213 . .... _..� ;: . ., ,:r: � ... \ � � �'�''� � !,,'' - - � C ..,.. ...._ ;� ; � �t \ ' J! �� '' �`� W ;?" A� , � �� r�', � �� ORT ' '! Q , ' ti _?i : t, ' � � ; �'• •>,��,�; ;: QnT{ % ; / j �`� f. t�� ;,,�,{ ; �•�•' �,. 'r•�.• il => ! : � ' / `�� ' `F , �� . i ., :�. � �;, ' }, :' ! � YI:' %t ' `T�, !. :�F.%4.:, i.l.:- �. i �;i; l `�' f I � �.�� iW� , ` ;: f. �'�''' il � �� ...; � �� \. � '` STORY .- r 1� J ...; � • �� '.. .... .. .. ` \�. . ' ._._. �- n ;i ;� ' � i ; ., ......._.__.. � � � ` BRICK : ,.. ��.: :' �. ; c i : G?•;i.R"r.'�.. 1 j ... .. ..... .. ..3r.� -- °•.` '�\ � .. ... _. �� `>+�r � � Ll'�' <!. ' ' ��,,a 1.........__.. vi�� .'t-1�71.it3: ;`!j!v;'f�:';'f �r f ` •�•%r' �� _ r f �`. ' '�t �� 1 Y7 .. j ..� ............. : ....-_..«.. .. /I/ ,•'L,�: �y • I :I t,I � � ( i7.�' �:�i�K, ..�. �� V,� `� 4 E; � o -��. �! j : r: ;; � �� ' sy�t�, ��; . � :i ` , ( '` •, .4� ,� �>:s!<.,., ,,,��, ��. TEMPORARY `'..`,:.:�s`�,; �;�`.�. ��: `' :�:; , .. RIGHT OF ��; t-..�-,�c,.zs'.. ENTRY :�;'� n`-�:s�� \ t.. � � �;�: f ( s`.%t��r! �or o e�ocK za ' 'j;;'��:; ��,')i! I NRAUSS, IRW1N: NRAUSS PERSONALI pES, TRUST ;,,; � ., >,o., y OMI (Y�NWAY AY£NUE , � Ip1t M0�1M 1% ]Otf6 ;')t1 �' ;i''•� '%;Si, 4�� I w�w[ uoeo, r�tx s�� W O.II.T.C.T. � W � � � I Q /� � I � � � � �� w p'��c. � w � ,�p� i � � �� G EXH i B IT "A" PARCEL, NC7. 50 62D 1 GREENWAY AVENUE � LOT D BLt�CK 20 M RIDGLEA C[7NDD UNIT 5&.1 02 i CE , $ ADDITIDN n VL7L. 1 4D6[�, PG. 543 �� P. R.T. C.T. � ` - Sanitary Sewer Main 272-D2 S� • Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabtlitation Contract LIII (53) Parcel # 51 Doe # 3764 / WO# PS58-070580175080 ' 621b Greenway Rd Lat B Less NWC, Btock 20, Ridglea Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY S'I'ATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRAIVT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey ta the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 20, Lot B Less NWC, Ridglea Addition also described as 6216 Greenway Rd, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entty, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grante�, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the,� _ day of 20�Q GRANTOR: Monte R. Huls� � Monte R. Hu e TBMPORARY RIGHT OF ENTRY ' �� Rev. 6/2007 � � : P - ' ��....1_�_ I . • p " � n� � 6220 GREENWAY RD C� BORGERS, ROBERT & Q MARCELLE d � N � 0 � � 0 Q 622� GREENWAY Rp � FORT WpRTH, TX 76116 A I }' BLOCK 20 � � � _ RIDGLEA ( e�oaHs�oMae � Nwc VOL. 388—G P� r� W �,M.�►" °�:o� �.,� �. R. T. C. T. � W 0.RTAT. C� � SSMH TnF= 7,}9.99 � 6216 GREENWAY Rp '�� a��'73t S9 TEMPORARY � HULSE, MONTE R B`�N �"°°�34,g� ( RIGHT OF ENTRY p� BOX 2gB2 our s��a1.3s�� WACO, TX 76702 4 �0�� i c, �' � � �Y C � r,� TWO � 3 STORY � `" �O R�RS v� I BRICK o� ��II � v� 1 I :; I I ._---_ ati (n I I 2�� AY, y 12" AK • ��• ' q � � � � /, �s XIST. 8" SA , S 6' , � g 'f �. rn� , ' S�/ .3 � � � � ---� -1- 0 — — � a � � � CONCREIE � oqh. � a L' � DRIVF: aHRU85 f3RIVERET� �' \`F, �--� `A � �c� � !� �. � � i 1 I 12" GAy, Q �� • S,c U �n�� ,rd• /^,AS r 6^TR �� SSldH I 1'Gp='�3H.9H IN �3"= 730. 1 B ni�i 8">730.08 � � i � s2o � cuRzory S5lAH �yq., rd� e"=l�o.r.,� �h�eRkr OU7 N"-73p.`it EXH i B IT "q" � / / /a � /� � , % \ \ 621 HU� 621 FOR' TWO STORY BRICK .ycf �� ` �\ � �'n na� T� �� e� � � i PARCEL Np. S � 621 6 GREENWAY AVEUNE BLL7CK 20 LOT B LES;S NWC RIDGLEA ADDITION INSTRUMENT NUMBER D2�91 5945 ' P. R.T. C.T. �� PLOTTED: Jan 12.2otn _ � 'y. .� ...,..-,---."" �� Saalt�ry Sewer M,�tn 272-D2 Sa�nitRry 5ewer System Reh�billtsNon And Improvements S�nit�ry Sewer Re6abi11t�Non Coatrect LIII (S3) Parcel # S4 Dae t� 3�64 / WO# PS58-070580175080 5300 Lovell Ave Lot Z9 & E 1/2 Z8, Block 14'f, Cd�mbert�in Artington Heigbts AddiNon CITY OF FORT WORTH TEMPORARY R1GHT OF ENTRY STATE OF TEXAS § � KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry ontu property described as Block 14'7, Lot 29 & E 112 28, Chamberlain Arlington Heights Addition also described as 5300 Lovell Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reeonnection of private service tu Sanitary Sewer Lateral 2191, Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the pwpose stated �erein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. � This Right of Entry shall include the right of Grantee �nd its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND T(J HOLD the above described right of entry, together with all and singular, the rigl�ts and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. ,� Grantee shall restore the Property to the c:ondition it was in immediately prior ta accessing the Property under this Right of Entry. EXECUTED this the �_ day of—��,�/��" __, 2U�i• ' GRANTOR: Cathy A Savage � �� (Please Print) (Authorized Title) IEMPORARY RtOHTOF ENTttY Rev. N2007 r � cs�s�) � ' ��-- �/�//E �t/ � ��,� �}-��' o r"i F � � /� T ��/ . �� - '7`"�� n � ��- � +i _ TEMPOR RY RIGHT OF EN RY � I � ( SS MH TOP=668.71 A-FL-B`IN=661.01 ��: B-FL-B"IN=661.01 D OUT 8"=661.00 <� x Q� ?i � I � II � �� cn � ~�''/ n �E � � -(� � 182 � I `n � � � � � � �0 � I � RE1E �� u `-� m 0 J \ i z+ � i N ( 0 , 0 0 N I � � I W � � Q � J W O � I ( N I � A 5312 r� SAVAGE � � A ' �� IOVELL AVE N CATHY A v 3801 COUNTRY C�UB RO ARLINGTON, TX 76013 .ONCR GRAVEL DRIVE DRIVE C C TE RUN •R ^� • LOV � A � 11�� E, CATHY � i5�i�i 3 COUNT , 8 RD � �t LING�* X 760�.:. �� m +00 � �i i i-+'�, �.. � � I y _ _ � .�. r � z x � <`� �- I m _ I A � �� T I ( I Iw o _ ' -i a r� I � ✓6' W000�� SS MH TOP=676,4E /- A-Fl-B"IN= / B-FL-B"INF �, U,I-8=g6� z � � a' cHaiN t �-- {, r Q 2 C� � y m � — q� '�.� � I' I V�.yl �" . �, 7 m N m= N D '}- ro Z � �ry = c� 5S MH ~ �" m p�A u� r � O - TOP=670.68 1 � � q° .°'i � ,*, N y A-FL-B"INs663,98 m D� � > � B-FI-..'^.�_aca na z ,Zr..� <� r*� � D0 �UT e' --� Do ,— � _ it� , � z � , �� LOT T9 k E i/2 2E. BIOCI( 147 rn �'� +� �r r.i i� � SAVACE, CATHY A. •� rn xoi coun�nr aoe rro. Q, �J � INS/Mw[NT NUYB[R 0 07��19M -^ -- \ =' Oi4'�' O.II.T.C.i. I �'�- — � I 5228 LQVEII AVE � I ~ I� \ IEWIS, DAVID M dc MARI�YN J I z 5220 LOCKE AVE � FORT WORTH, TX 76107 — — � ^� � p I � .l � � ' } ~ SS MH I D TOP=678: A-FL-B"II EXH 1 B IT "A�� r PARCEL NO. 54 r 0 53�C� LOVE LL AVE N U E ; LDT 29 & E 1/2 28, BLG7CK 1 47 � CHAMBERL.AIN ARLINGTON HEIGHTS 1 ST � INSTRUMENT NUMBER D2O7144926 n a= i no P. R.T. C.T. o� N � J f.1 4 PLOTTED: Jon 12,2010 - 3:21pm ' . . r: SS Sanitary Sewer Main 2�2-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-0705801'i5080, D.O.E. Project No. 3764 6201 Sunset Dr. Lots A, B, C, & portion of St. on North, Block 42 Ridglea Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY 0 � +: COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 42, Lots A, B, C, & portion of St. on North, Ridglea Addition as shown on the deed recorded in Instrument number D204027585 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of new sewer line within an existing easement and disconnectin� business from old sewer line, and reconnectin� to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is cornpleted and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the % day of _�/ V n� ._, 20�. GRANTOR: � Q"�`�e_JG1G=— � `U�f � r (Please Print) (Signature) � GM�� i'N � � (Authoriz d Ti e) TEMPORARY RIGHT OF ENTRY Rev. 6/200� G:\1210\3750•32\PROJEC7lRIGHTS OF ENTRY�ROE_2010-01-12\SSROE.DOC s � N I O 1 D N � 0 ; W 0 L O� � �_. �J U4 , r , � . t�� LOT A, B, C, & OF 5T. ON NORTH BLOCK �2 euP iiflNlf I 1 P tY LN 51E �10 u� o�aonsas ONE STORY BRICK SHOPPING MAIL ABANDONEO TEMPORARY RIGHT OF ENTRY �.- --- �� "' � � 11-R I SSMH W/CC 6312 WAVER�Y WAY ( TOP=727.45 VIILAGE AT CAMP BOWIE I LP �, IN 6"=716.75 5950 SHERRY LN STE 440 �IN 8"=716.45 DALLAS TX 75225 OUT 8"=716,35 � ' I ' A5PHALT � BLOCK 42 RIDGLEA � VOL. 388-73, PG. 60 � P.R.T.C.T. �� ► P ,y�� RET WALL LT POIE STAIRS 0 SSMH W/CC z TOP=729.13 � A IN 6"= 718.03 m 8 IN 6"= 718.13 „ IN 8"=717.93 OUT 8"=717.83 OLE ASPHALT I I I I I I E X H i B I T��A�� ' LT POLE PARKING LOT 1 + 00 � i I� � C n v � � PARCEL NC7. 55 6201 SUNSET DR. LOTS A, B, C, Sc PORTIDN L7F ST. �N NORTH BLOCK 4Z RIDGLEA ADDITIDN , INSTRUMENT NUMBER D204027585 -- �� . P. R.T. C .T. Jon 12,2010 - 4:08pm !' - Sanitary Sewer Main 272-D2 ' Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080, D.O.E. Project No. 3764 6312 Waveriy Way Lot 11R, Block 42, Ridglea Addition ', Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § , T'hat the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein afler referred to as "Grantee" a temparary right of entry onto property described as Block 42, Lot 11R, Ridglea Addition as shown on the deed recorded in Instrument number D204027585 Tarrant Cou.nty Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of new sewer line within an existin easement and disconnectine business from old sewer line. and reconnectine to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and , singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property ta the condition it was in immediately prior to accessing the Property under this Right of Entry. � ------------- EXECUTED this the �_ day of�� 20��, , GRANTOR: — � ,� � �� (Please Print) � . � Signature) . � lH (yt1.� � (Authori d ' itle) TEMPORARY R1GHT OFENTRY Rev 6/2007 G:11210�3750-32U'ROIEC7IRIGHTS OF ENTRWtQE 2010-01•12�56ROE.DOC r I � t, fORT WORTH ' BOWIE i LP 1 STE 440 s c& North ONE 5TORY BRICK SHOPPING MALL ABANDONED � ( / 1 1 — R ,�� SS►y1H W/CC LOT itR BLOpc 44 I �TOP=727.45 �� AT CAMP 80MIE I LP I , IN 6"=716.75 �o �iix�s ��suy ° IN 8"=716.45 wsmuwrNT �"�c" °w��y o.�.t.ar. � OUT 8"=716.35 6320 WAVE qgp�T ViLIAGE A1 5950 SHEt DALIAS TX ( BLOCK 42 � RIDGLEA I � VOL. 388— 73, PG, 60 P.R.T,C.T. p �77 I REf PARKING WALL �T LOT � � STAIRS POLE � c SSMH W/CC Z O � Z II 70P�728.13 � N r� � A IN 6"=718.03 � m B IN 6"=718.73 f OUT 8"s717,83 GUY pp — HEIS; • 6'-SA OLE j �}-00 ASPHALT I MPORARY � RIGHT OF ENTRY i �T POLE � ' II � I 6333 CAMP BOWIE BLVC d E X H 1 B i T��A" � r PARCEL N�. 56 w � 6 3 1 2 WAVE R LY WAy � � LOT 1 1 R B LO C K 42 � o RIDC,LEA ADDITIC]N % INSTRUMENT NUMBER DZC14C]27585 n� I � �� P. R.T. C.T. o� N %� v� PLOTT�n• .i„� �� o.,,� _ ..,..__ .... ' � ` f ��.. �� Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # TROE-57 Doe # 3'764 / WO# PS58-070580175080 6320 WAVERLY WAY Lot 10, Block-42, Ridglea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS CO�JNTY OF T��RRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block-42, Lot-10, Ridglea Addition also described as 6320 WAVERLY WAY, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and , construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this ageement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. -- ------ ----- ------------ EXECUTED this the f day of vr1 �( �, 20j/�, GRANTOR: VILLAGE AT CAMP BOWIE P �`d f�� hvrG �.w,� • � l (Please Print) ( ignature) , , � (Authori ed itle) TEMPORARY R1GHT OF ENTRY Ray. 6/2007 ; 0 0 a � � a � � o�� s. ' i i 1 1 —R SSMH W�CC 6312 WAVERLY WAY TOP=727.45 VILIAGE AT CAAAP BOWIE I LP �„ IN 6"=716.75 5950 SHERRY LN STE 440 IN 8"=716.45 DALLAS TX 75225 g' OUT 8"=776.35 ASPHAIT � BLOCK 42 RIDGLEA ( VOL. 388-73, PG, 60 � P,R.T,C.T, �, � ICK P �� RE7 PARKING WALI �J LOT POLE STAIRS � ss�nH w/cc � TOP=729.13 � A IN 6"=718.03 m 8 IN 6"=716.iJ „ IN 8"=717.93 OUT B"=717. � ( I I I� ( c � z o � o. GUY O N i �� LOT 10 BLOCK 42 VILIAGE AT CAIAP 80N1E I LP SYSO 91EARY lN STE MO oKus, mus �s�zs WSTRUYENT HVAIBER D204077885 O.R.T.CT. 10 TEMPORARY RIGHT OF ENTRY �..I (� L�s�:� - _ � �ewr --' . I'I1� , , � � "IL,�) " ASPHALT II � � + ASPHAL7 1 ROAD � ' LT POLE BLOCK 37 � RIpGLEA � VOL, 388-73, PG. P.R.T,C,T. I I I 6333 CAMP 80WIE BLVD E X H I B I T��A �� PARCEL NO. 5'7 632CJ WAVERLY WAY LOT 1 O B L� C K 42 RIDCLEA ADDITION INSTRUMENT NUMBER D2O4L727585 P. R.T. C .T. dan ic,c�w — q: iopm e � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-070580175080, D.O.E. Project No. 3764 6324 Waverly Way Lot 9, Block 42, Ridglea Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 42, Lot 9, Ridglea as shown on the deed recorded in Instrument number D204027585 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of new sewer line within an ezistin easement and disconnectin business from old sewer line and reconnectin to �new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this R.ight of Entry. ---�XF�CIJTEIl�hi�.� �_--da��€�-�-,� ------��-�—. GRANTOR: . �-- �1 r �� v � (Please Print) ,�I_ �.t.�r, i , . il_ • ♦ , Dv1rt ! ~ /�iy,� .e.•- (Authoriz T' le) - TEMPORARY RiGHT Of ENTRY Rev. 6/2007 G:\121013750-321PRO)EC7IRIGHTS OF EN?Rl'\ROE_2010-01-12158ROE.DOC � r � .. NI iWIE I �P E A40 � 1 � ' 6320 WAVERLY WAY 4fI.�AGE AT CAMP BOWIE I LP 5950 SHERRY LN STE 440 DALIAS TX 75225 �� BLOCK 37 RIDGLEA VOL. 388-73, PG, 60 P.R,T.C.T, 6333 CAMP BOWIE BLVD � 55� T01 A e s' EXH I B IT "q" 0 � � � � � � �a � 9 n� ;� J )� PARCEL NC�. SS 63Z4 WAVERLY WAY LCIT 9 BLOCK 42 RIDGLEA ADDITIpN INSTRUMENT NUMBER D2C]4027585 P. R.T. C.T. ' Jon — 4:18pm o� 0 HLLAOE AT CAA1p g01NE 1 LP �0ou1�s. tot t ��y»sH0 w� p�w� o:ora��an� a " Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-0705801'15080, D.O.E. Project No. 3764 6336 Waverly Way Lot 8, Block 42, Ridglea Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STA'FE 4� TE�.. _ _ F _ .. § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Crrantee" a temporary right of entry onto property described as Block 42, Lot 8, Ridglea Addition as shown on the deed recorded in Volume 008105 Page 0363 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of new sewer line within an existine easement and disconnecting business from old sewer line, and reconnectin� to new sewer line. Upon execution of _this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the r�+= day of � c�,, , 201 c� . �� GRANTOR: i/. `Ve; �S ' G. ��,,,e,� . �'��' GG� (Please Print) '— (Signature) �i PS / ��¢ �l� (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 G:\1210\3750-321PROJECTIRIGHTS OF ENTRWtOE 2010•01-12159ROE.DOC � .I � ' k3LUCK �2 RIDGLEA VOL. 38�—G, PG. 75 P.R.T.C. I rn f 0 0 � � SSMH TOP=733.60 A IN 6"=729.65 B IN 6"=729,70 6' OUT�729.60 o / M z � m �� I � `v J 10" ffACK6ERRY __..... .. -r w- c .._ . _ __ . __. ._. ... .. - TEMPORARY. . . . .. . . . ' .._ =734.14 •=�za,sa 'HT OF ENTRY x'=�z�.ea _ � ssr� —"` "-�_ � TOP�736,05 �� 6" INm728.10 �-�� 6" OUT�728,05 CONCRETE _``"� . COLUMN ��- DRIVE 7HRU N I d � � � W 0 � � y c rc g n m I �� n b %� �N N %� t� ri PLOTiED: Jon 12,2010 - 4;20pm �� 8 � �oT e e�oac �s euar+eT Rc�Tv co. ' !Ol q10tllY Sf., UMT • 1'MT WONiH, iL)IA! )l101 VOlLM1E OOQfOJ. PAOC O.MJ ' OA1.61, � � � � � ! EXH 1 B IT ��A�� PARCEL NO. 59 6336 WAVERLY WAY LOT 8 B LO C K 42 RIDGLEA ADDITION VOL. D�81O5, PG. 0363 P•�r�i�r / • A , Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # TROE-60 Doe # 376Q / WO# PS58-070580175080 6201 CURZON AVE Lot D, Block 20, Rldglea North Addition CITY OF FORT WORTH TEMPORARy RIGgT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block- 2p, Lot-D, Ridglea North Addition, also described as 6201 CURZON AVE, Fort Worth, Tarrant County, Texas, hereinafter refeired to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose st$ted herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior ta accessing the Property under this Right of Entry, r EXECUTED this the � S dayof Ml�� ._ _ _ __ _ � 20 i� _ _ . ._ GRANTOR: ROSALIN ROGERS .� . ' `, � � . (Please Print) -'S (Signature) � c.�c ) fV�"�._ (Au�horized Title) A TEMPORARY RiGHT OF ENTRY Rev. 6/2007 l , � N . 1 a 0 � � W 0 � . � � ,1�, � � � 1J�� m �.�.1 `�"c, x I I ys �' I I .L N I I �� ' 'RUB�. • C) � � r",, � � ��. ./ /� �j � � 3vw n�J��. n z � � ,�m � N � � ( � �� o�o � � `�� s� rRE� � SSMH � TOP=73&.98 IN 8"=750.18 QUT S"=730.08 W � Z W � I Q I >-- � w � I � I bL 7 b GREENyyAY RD � HULSE, MONTE R PO BpX 2662 � WACO, TX 76702 mo STORY BRIC � \ � 2" oaN. � �2" OAK `� i+ob=� CONCRE�TE R��•,�� I SHRUDS � 12" UAK I � TEMPORARY RIGHT OF ENTRY � ^ "��• o =��I,p`J 8-)1! F��-734.9� OUi G.'=i37.s �, � 4 .. � \ \ \ : � -e�.� � � . �O A 6213 C HURTAC /• 6213 C j �FOR7 W 11N0 STORY eRic►c .�` `� \\ . . \ ,?y �O Sy��s N000 SSMH hq� � 7'O�'=74U.11 'FHf• , ¢, IN 8"�7'SO,st �'Tr `� c�ur a'•=�.�o.si \ � � l0T D BIOq( 20 � ROGEliS, ROSAUN ' {!bl IXM2ON AIEMIE iO1T M0117N� nt 7�111 �«„� �,� .,,« �,� WI.T.GG I I i � / � � �� PJ� � �O� ' �� G _. .... ,. . _. .... ..... . _ . . ...... . .. . . ... ..... . _ __.. . .. ..... .. .___......._ _ .... .. ..._ ._. .. .. ...,..... ... ... . __... ,...... . ... _... .. _.. ..... _ ._..... . . _..�. E X H 1 B I T��A �� PARCEL NO. 6C] 62C71 CURZON AVEN'UE L�T D BLOCK 2D RIDGLEA ADDiTICIN VOL. D 1 1 350, PG. C11 53 P. R.T. C.T: �� PLOTTED: Jon 12.2010 — �, M n I� , i Sanitary Sewer Main 272-D2 � Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) � Water Project No. PS58-070580175080, D.O.E. Project No. 3764 6328 Curzoa Avenue Lot 7, Btock 15, Ridglea Addition Fort Worth, Teaas 7b116 STATE OF TEXAS I� CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY _----...._.__ _. .---_ __ ---- -..._ .._ _.. . . _.___ _ _._. _. _ __ § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of enhy onto property described as Block 15, Lot 'i, Ridglea Addition as shown on the deed recorded in Volume 015999 Page 0317 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred ta as the "Property", for the purpose of construction of new sewer line within an existin easement and disconnectin¢ home from old sewer line, and reconnectin� to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entty becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, an wise belonging unto the said Grantee, is successors and assigns, for the purposes set fort� above. Grantee shall restore the Property to the condition it was in accessing the Property under this Right of Entry. EXECUTED this the ��'day of , 20 � A T immediately prior to � �/ � . � i• I:��. ��r 1' � / %L �' a �Z . . . . � (Authorized Title) � TEMPORARY RIGHT OF ENTRY Rev. 6l2007 �' G �1210\3750-32U'ROJECTIRIGHTS OP ENTRYUtOE 2010-01•12�62ROE.DOC �� %•� / � i� ► - . � 0 d � � � 0 „� « 6 I 7 TEMPORARY RIGHT OF ENTRY- 6324 CURZON AVE DAVIE, ROBERT & OLETTA �or � e�a 6324 CURZON AVE NOu�D' �'�a FORT WORTH, TX 761 16 I �oi �"w°�� '� o:�."r.�,, � � Ji0 8 6332 CURZON AVE GRIFFITH, RICHARD L. 6332 CURZON AVE FORT WORTH, TX 761 1 f � � � a R NIN • A � _.._.__..... ._ .. . . ._.._._._... . ..,___"_ . _._...___'_'. ._ _._..... .. . . .... _._Z . ............._.. _. _...___ "_'_'._....�'__.. .. . . .�_.__ . ^� _.. .. W��___ .G. f�' . _....._... ......"_.. . . � O ._ _ _ _"'_. � � Y - . . __.. . (J m r� O m POOL x C N ,o AREA i' WIDE z \ CONCRE7E RUNNER �' � � m BRICK SfTTING 4' CHAIN LINK FENC � ' C N IN FE AREA • 5+00 � _ 6+00 _ ��.pp ' TRE • � � P • GM PP GM 6 WOOD FENCE OAK �! � ?4' ELM RET ID K ' OAK � ] 6' PECAN W�D �tBU�a�p�LtiACK R� �� / GARAGE u m w ( \ �' i a \ ; o � J6' AN x � SS A�H � I TOP=75J.28 z ' z Z \ Z fL-6"IN-744,5J (W) _ � � c� r,:, ^ m � \ � OU7 6"=744,43 (E) � .� �n in 6325 KENWICK AVE z � � MAGNUSSEN, WILLIAM R `" 6333 KENWICK AVE 6325 KENWICK AVE 6329 KENWICK AVE ( ASL.IN, GLENOA ( 6337 KENWICK AVE FORT WORTH, TX 76116 FARRANO, VINCENT wE86ER, THERESA R 6424 KENWICK AVE 6333 KENWICK AVE AKA MARY 7MERESA � FORT WORTH, TX 7g��g FORT WORTH, TX WEBBER 76116 6337 KENWICK AVE ( FORT WORTH, TX 761 ) 6 ( 12 � 11 � 10 I � 13 I I � � � ' , � � � __ _ KENWICK AVENUE EXHIBIT ��A" PARCEL NO. 62 6328 CURZON AVENUE L�7T 7 BLC�CK 1 S RIDGLEA ADDITION VD L. O 1 5999, PG. D3 1 7 ' P.R.T.C.T. � �� PLOTTED: .bn izsn�n _ ...,.._ � Sanitary Sewer Main 272-D2 ' Sanitary Sewer System Rehabilitallon and Improvements � Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # TROE-63 Doe # 3764 / WO# PS58-070580175080 6332 CURZON AVE Lot 8, Block-15, Ridglea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Crrantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block-15, Lot-8, Ridglea North Addition, also described as 6332 CURZON AVE, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the ' Property for the purpose stated herein, until such time as the project is completed and ''`` approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. � TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the C� � ♦ �� day..o�. _. � .- --- -, 24 LQ � - _ . _. . . _.... GRANTOR: RICHARD L GRIFFITH � • �' a •.�./ �' . //� Please Print) ignature) `� �""�-- ---�.. , (Authorized Title) �°. TEMPORARY R1GHT OF ENTRY Rev. 6/2007 .� � 7 6328 CURZON AVE HOLLAND, SHARON STRIPLING 6328 CURZON AVE FORT WORTH, TX 76116 � 8 LOT 8 BIOCK 15 cRir�n+, RICHARp 4 6334 WNZON AVENUE roxr Munn+, �x xns VOl1MIC 0. PAGE D D.P.T.C.T, RETAINING \ WALL POOL AREA RICK SfTTING • � " TREE AREA 7+00� �ti ' TRE TEMPORARY RIGHT OF ENTRY � \ y U \ � m � \ I� 6+00 — — �„'""".,' c� � ' P PP 00 �16' PECAN � � � ... .N . 1 0 0 o ', � � � � `v �� m WOOD FRAME GARAGE � a�� \ �\ WOOD / FRAME GARAGE / PP � � \ ` SS MH � TOP=754.p3 FL-6"IN=747.7 (V OUT 6"=747.63 C � OAK 1 I � s ` z ' ` \ \\ 16' � CAN SS A�H —' � / J TOP=�53.28 z ` Q FL-6"IN=744,53 (W) i � � OUT 6"=744.43 (E) � � � � � 6333 KENWICK AVE � 6337 KENWICK AVE 6341 KENWICK AVE 1WICK AVE � ASLIN, GLENDA WEBBER, THERESA R CASON, JOSEPH D 1 VWCENT 6333 KENWICK AV� AKA MARY THERESA ETUX CYNTHIA M JWICK AVE FORT WORTH, TX WEBBER � 11002 E NARVARb DR ` 2TH, TX 76116 �6116 6337 KENWICK AVE I AURORA, CO 80014 FORT WORTH, TX 76116 9 12 I 11 � 10 I � I I _ — — E X H 1 B i T��A�� PARCEL NO. 63 6332 CURZt�N AVENUE LOT 8 BLt�CK 1 5 RIDC,LEA ADDITION VOL. O, PC. C] P. R.T. G.T. PLOTTED: Jan 12.2010 — 4:J9pm ,� . .� , � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Re6abllitation Contract LIII (53) Parcel # TROE-64 Doe # 3764 / WO# PS58-070580175080 6333 KENWICK AVE Lot -11, Block-15, Ridglea North Addition CITY OF FORT WORTI3 TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred ta �.s "C�r�t��" � temporary ri,ght of entry onto property described as Block-15, Lot-11, Ridglea North Addition, also described as 6333 KENWICK AVE, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the __ __... y o_��__, _ _ �da f_ . . _ 2� L� ... . _ . _ . . . ._ _. . . . GRANTOR: GLENDA ASLIN � � E' /V(J /( iS� „� _��. (Please Print) (Signature) ��e� �� (Authorized Title) � 3� ��rr�.�-_..�..�'� � � TEMPORARY RIGHTOF ENTRY �%�" � "'' � /�\ Rev. 6/2007 7�//� .� �--�_,___.__,—� J, v r 6324 CURZON AVE DAVIE, ROBER7 & OLETTA 6324 CURZON AVE FOR7 WORTH, TX 76116 � Z �m =O N � m � N , � 0 0 0 n� �� 0 n � � �Z r � x � � � • t PECAI� � m 6328 CURZON AVE HOLLAND, SHARON 5TRIPLING 6328 CURZON AVE FORT WORTH, TX 76116 �I RETIl�Q1of�1lp�1.dACK R�'� �AK ` m p p• \ 7 . o � o D \ � m z � r m r x \ m � KENWICK AVE m NUSSEN; Wl�I,IAM R 6329 KENWICK AVE � KENWICK AVE FARRAND, VINCENT i WORTH, TX 76116 g424 KENWICK AVE � FORT WORTH, TX 76116 NIDE \ �CRETE RUNNER q' CHAIN LINK FENC� O� " ELM • N i' WID K 8 6332 CURZON AVE GRIF'FITH, RICHARD l. 6332 CURZON AVE FORT WORTH, TX 76116 J 3 \ Y U \ m POOL �� \ BRtCK SfTTING AREA %i-�� f � �+ pF� 6 WOOD FENCE R�raNwc WALL • 14' TREE \ 1..,.J ""`.' WOOD WOOD FRAME A/ cZ I1 " PECAN CARAGE z GARAG 7 � v Y 16` R� CA 55 MH -' � J TOPa753.28 z Z FL-6"IN�744.53 (W) s � � OUT 6'0744.43 (E) � in in I 634' �o� �s 6337 KENWICK AVE .� �N'r�a��wiuc I WEBBER, THERESA R CAS( eant rarm�, �x ma ( ETU} �u�c mww, v�oc 000e AKA MARY THERESA � � p� o.n.►.ar. WEBBER 6337 KENWICK AVE I AURc FORT WORTN, TX 76116 � 12 11 � 10 13 � I � TEMPORARY 20� ' RIGHT OF ENTRY I — — — — �� E X H 1 B I T'�A�� PARCEL Ni�. 64 6333 KENWICK AVENUE LC]T 1 1 BL.00K 1 5 RIDGLEA NC7RTH ADDITIDN V� L. O 1 53D2, PG. 0096 P. R.T. C.T. �� PLOTTED: Jon 12,2010 — 4:45pm PP r r � � f� r y„ �+,� , l Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary 5cwer Rehabilitation Contract LIII (53) Water Project No. PS58-0�05801750$0, D.O.E. Project No. 3764 5301 Love)1 Avenue Lot 14, Block 146R, Chamberlain Arlington Heights lst Fort Worth, Texas 76147 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS r� COUNTY OF TARRA,NT § That the undersigned, hereinafter refened to as"Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 146R, Lot 14, Chamberlain Arlington Heights lst as shown on the deed recorded in Instrument number D208403574 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinaf�er refened to as the "Property", for the purpose of construction of new sewer line within an existin easement and disconnectin du leac from old sewer line and reconnecHn to new sewe_ r 1ine, Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the �.?�' day of //�!%bf 2 p/O , GRANTOR: � /��-��' �c/�,�� z (Please Print) __� ( ign re) ' l �vs �'"�-''� _, (Authorized Title) � TEMPORARY R1C,iiT OF EN'TRY Rcv. 6l2007 G:\12101�730-32�PROJECIIRIGHTS OF ENTRYUiOE_2010-01-12\67ROE.DOC � r 0 j }� 1R�v � `n rni�„c, nt�� JLHIY i I ' � �..,. . _.._. . .. ._ / ( I SS MH 16014 TOP.656.79 � SS MH TOP�6fi0.p4 A-fl-B"IN�650.04 B-FL-B"INa652,94 C-FL-B"IN=650.04 OUT 8"�649.74 TEMPORARY RIGHT OF ENTRY / / � � � N �,,,,,� A � � , � N 1 % � � � a ii EXH I B IT "A" PARCEL IVC�. 6�7 5301 LDVELL AVENUE L�T 14 BLOCK 146R CHAMBERLAIN ARLINGTON HEIGHTS 1 ST INSTRUMENT NUMHER DZC]84p3574 , � P.R.T.C.T. Jan 12,2010 — 5, r', ^c`->: � 1 I � i" Sanitary Sewer Main 272_DZ Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PSS8-0705801'15080, D.O.E. Project No. 3764 6301 Calmont Avenue Lot 24, B1ock 3, Ridglea North Addition Fort Wa�6, Texas 76116 CITY OF FORT WORTH TEMPORARy RiGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COIINTy OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these resent and convey to the City of Fort Worth, TX, herein afler referred to as S�� temporary right of entry onto property described as Block 3, Lot 24, RidGea tNo' a Addition as shown on the deed recorded in Instrument nwnber D2083700i2 T� County Deed Records, Fort Worth, Tarrant County,, Texas, hereinaRer referred to ��t "Property", for the purpose of construction of new sewer line within ab e�as the in home from old sewer line and reco �shn sewe,_ r_ 1__, Upon execution of this agreement, Grantor will grarit contractor's access to the Property for the purpose stated herein, until project is completed and approved by the Grantee, at which time the temporary right of entry becomes void. Grantee and its such time as the above described This Right of Entry shall include the right of Grantee and its emplo ees a representatives, or contractors to access the aforementioned property, y' g�n�' TO HAVE AND TO HOLD the above described right of entry, together with a singular, the rights and a 1l and is successors and assigns, fo he �c�s thereto, anyv�,;se belonging unto the said Grantee, purposes set forth above. Grantee shall restore the Property to the condition it was in immediatel accessing the property under this Right of Entry. Y Prior to this the i day of GRANTOR: � (Authorized Title) TEMPORAR Y R►G HT OF�N7R y Rev. 6R007 G.�121013750-321PROJECTUt1GHTS OF ENTRYIROE_20►0•01.►2169R0E.Dp� �'' , 20L. ( i ature) ��or� P l(� I�r� rn i�� 2,,, (Please Pnnt) ;� Q�� 24 TEMPORARY RIGHT OF ENTRY Hr 1j� �Q�j�1 � �701 GINON► A1t �� wl TK 7ft1� ��p�'�� lOrJ7001f WOOD FRAME HOUSE PP 62+0( I � O 13 2801 FAIRFIELD AVE I WILSON, CLYDE M JR I CAROI � FORT WORTH,L�TXA761 � �CONCRETE — SiRIPS W R� fRAM , HOU: 5' iRUBS `�-- ' 30'7REE W000 CRETE F�� HOUSE I II I 2815 FAIRFIELD A� SNOW, DONALD J � 2815 FAIRFIELD A� FORT WORTH, TX ' � 12 � CP �54 -- — -_ EXH 1 B IT "q" a � � � s PARCEL NC]. 69 63[� 7 CALMDNT AVENUE LDT 24 BL.00K 3 RIDGLEA NC]RTH ADDI`T'�pN INSTRUMENT NUMBER DZC]837 F'. R.T. C.T. OC1 1 2 ,bn ,s.2o,e _ c. �„__ SS MH TOP�757.12 A-FI-B`IN.749.22 (W) � B-FL-6'INe749.Y2 (E) O� 6'�749.12 (5) 6300 MALVEY AVE � DITLER, DAVID C � 6300 MA�VEY AVE FORT WORTH, TX 76116 � 1 li W U Z � z J f �E CONCRETE I HOUSE �R�� UNSIGNED TEMPORARY RIGHTS OF ENTRY As of October 20, 2011, the following Temporary Rights of Entry have not been received signed. (TROE numbers 3, 13, 15, 17, 18, 28, 44, 66, and 68). , � ''' � May 12, 2010 CERTIFIED NO. 7009 1680 0002 0180 1717 JASON STRIPLING & LM OWEN 6240 MALVEY AVE FORT WORTH TX 76116-4643 RE: DOE # 3'764/ PARCEL NO. TROE-03 6240 MALVEY AVE LOT-10, BLOCK- 2, RIDGLEA NORTH ADDITION Dear JASON STRIPLING & LM OWEN: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Eutry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of � connecting your home or business to the new sewer line. All work will be done at no exnense to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessary agreement (s) for your property. Please sign the instrument (s) and return it to this office in the self-addressed envelope provided. If the Temporary Right of-Entry is not si ned and returned bv the date �iven below, vou mav be held responsible for hiring a arivate plumber. and connectine to the new sewer line at vour own exnense. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation. If you have any questions, please do not hesitate to contact me at 81 �- 392-6253. If vou have alreadv sent in the Temaorary Right-of-Entry please disregard this notice Si e ly� Jill Griffm,��hd Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail TRANSPORTATION AND PUBLIC WORKS DEPARMENT Right ot Way and Easements The City ot Fort Worth * 900 Monroe Street, Sulte 404 " Fort Worth, Texaa 76102 817/39Z-'7590 Fax 817/392-8535 ! .,� " S�nttery Sewer Main 272-D2 � SAnttary Sewer System Re6sbilItaHon and Tmprovements � Sanitary Sewer Rehabilitallon Contract LIII (53) Parcei # 03 Doe # 3764 / Wp� p558-070580175080 6240 Matvey Ave Lot 10, Btock 2, Ridglee North Addition CITY QF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § � KN�W ALL BY THE�E PRESENTS COUNTY OF TAItRANT § ...,,� � ... That the undersigned, hereinafter refened to as "Grantor", does by these presents gant and convey to the City of Fort Worth, TX, herein �fter referred to as `�Graritee" a temporary right of entr3, onto property described as Block 2, Lot 10, Ridglea North Addition also described as 6240 Malvey Ave, Fort Worth, Tarrant County, Texas, hereinafier referred to as the "Property", for the purpose of rehabilitation and conshvction of or reconnection of private service to Sanitaty Sewer Lateral 2191. Upon execution of this agreement, Grantor will gant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property, TO HAVE AND TO HQLD the above described right of entry, together with all and singulaz, the rights and appurtenances thereto, an is successors and assigns, for the purposes set forth ab ve.elonging unto the said Grantee, Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry, EXECUTED this the day of 20 , GRANTOR: Jason Stripling & LM Owen lason Stripling � TEMPORARY R(GNT OF ENTRY Rev, 6v2007 LM Owen r ✓I , � AVE I M JR & (6245 CALMONT AVE AVE SERNA, R06ERT & < 76116 �EBECCA 6245 CALMONT AVE u FORT WORTH, TX 76116 z �; w Z �: ��, z �• � / i �' J . ��/1 U / z �/�W D � ;,� � S RAME� � i'�9�� /� .�, 0 i N a 0 � � � � 0 � a � � t TEMPORARY RIGHT OF ENTRY . � CU � � u owor d' 6236 MALVEY AVE \ 01M WLV[Y AV[M1E rom w�,,,,,, �.,,. DAY, JAMES L \ °on.r'� 6236 MA�VEY AVE ' FORT WORTW, TX 76116 � 10 � 9 2a� _ _— MALVEY AVEN U E D�C E X H 1 B I T'�A�� PARCEL. N0. 3 6240 MALVEY AVEN U E LC7T 1 O BL�CK 2 RIDGLEA NORTH ADDITION INSTRUMENT D2C]9228384 P. R.T. C.T. / � \� 12°HAf,KDt"f?RY ( ( � 6241 CALMQNT AVE � 6237 CALMONT AVE BASHAM, MELISSA L SNELTON, DORlANO C 6241 CAIMONT AVE 432 MEADOW HILL FORT WORTH, TX 761 16 FORT WOR7H, TX 761 � ,� w %, � l �� ' � 8 � ,\ .� >'�ii � '� i; � � 2 :• : i I / . !.% � %iW00D' ' i . `i %' � E � \ � / �I,s %�i ' /GARAC� �\ 'u� SMRI� _ �� lO \ � V � N �� `[ 1��"CEDAR � z � LOi 1D Bt,OCK Z s SfHIRUNC JASON k SHED �� ,� - ..� �� i�1�.ii� + .:�:ii'ii D,.o'�►1I��t��'�r ��71�1 C 6232 MALVEY ECHOLS, GLOR 6232 MA�VEY FORT WORTH, •�L 6244 MALVEY AVE ( STIER, MOLLY J :LD AVE 6244 MALVEY AVE LD J FORT WORTH, TX 76116 :LD AVE , TX 76116 � � 11 �HELBING, I.iSA MARIE ( 6233 CALMONT AVE �FORT WORTN, TX 76116I W <<: " 17 6 z E =� C I� I6 i °' � PIOTTED: Jon 12,2010 — 12:39pm May 12, 2010 WM III & KELLY B BUCKLER 6315 ROSEMONT AVE FORT WORTH TX 76116-4614 CERTIFIED NO. 7009 1680 0002 O 1&0 1748 RE: DOE # 3764/ PARCEL NO. TROE-13 6315 ROSEMONT AVE LOT-8, BLOCK- 29, RIDGLEA ADDITION Dear Wm III & Kelly B Buckler: In order to improve the level of service you cunently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no exueuse to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessazy agreement (s) for your property. Please sign the instrument (s) and return it to this ofiice in the self-addressed envelope provided. If the Temporary RiQht-of-Entry is not signed and returned bv the date given below. vou mav be held responsible for hiring a arivate alumber. and connectinQ to the new sewer line at vour own expense. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation. If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou have alreadv sent in the Temaorary RiQht-of-Entry please disre�ard this notice. ' cerelyi . . � J 1 D Griffin, and Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail Fo ��r o ��r � TRANSPORTATION AND PUBLIC WORK,S DEPARMENT Right ot Way and Easements The City of Fort Worth * 900 Monroe Street, Suite 404 * Fort Worth, Tez� 76102 817/392-7590 Fax 817/392-8535 � Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitallon Contract LIII (53) Parcel # 13 Doe # 3764 / WU# PS58-070580175080 6315 Rosemout Ave Lot 8, Block 29, Ridglea Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 29, Lot 8, Ridglea Addition also described as 6315 Rosemont Ave, Fort Worth, Tarrant County, Texas, hereinafter refened to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such rime as the project is completed arid approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20 GRANTOR: Wm III & Kelly B Buckler Wm Buckler III Kelly B Buckler , � TEMPORARY RIGHT OF ENTRY Rev. 612007 � 1' 0. � . � � � \ � N ( ,-�.�� - �...."� -...�� J 6311 ROSEMONT AVE WILSON, JACKSON & CANOY 6311 ROSEMONT AVE FORT WORTH, TX 76116 � � - — _____— _ _ TEMPORARY RIGHT OF ENTRY � � �-z+ ... � N � a N � �o I � � W � . q �O N `1 � a �U ---�a _--" � = �-- `� oo- _ i— �'- �.--.-:.—.: y SEWER � O CtfiWQU7 N ' W � � ' � $ LOT 8 BLOCK 29 ' , BUCKLER, WM. III ETUX KELLY 8. 6319 ROSEMONT AVE 6315 ROSE110NT AVENUE FORT WORTH, nc �s»s ( SNEED, KATHL.EEN K. VOLUME 14108, PAGE 170 6319 ROSEMONT AVE o,R.r,c.r. FORT WORTN, TX 76116 20� I � � � I � _ --_—___ — _ -- --" __'-- -- — ROSEMONT AVENUE EXHtBIT "A" PARCEL N�. 13 631 5 Rt�SEM�NT AVENUE LOT 8 BL�CK 29 RIDGL.EA ADDITIDN VD L. 1 4 1 DH, PG. 1 7D P.R.T.�.T. '�o May 12, 2010 OLNER & PAGE PATE 3209 RIDGLEA AVE FORT WORTH TX 76116-4661 CERTIFIED NO. 7009 1680 0002 0180 1'724 RE: DOE # 3764/ PARCEL NO. TROE-15 3209 RIDGLEA AVE LOT-5, BLOCK- 29, RIDGLEA ADDTTION Dear Oliver & Page Pate: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and ' reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no exuense to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, couriyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractar. Also, in the event that the ground surfac� is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In arder for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessary agreement (s) for your property. Please sign the instrument (s) and return it to this of�ce in the self-addressed envelope provided. If the Temporary RiQht-of-Entry is not signed and returned bv the date eiven beiow. vou mav be held resvonsible for hirin� a arivate nlumber and connecting to the new sewer line at vour own exaense. "—� In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation. If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou 6ave alreadv sent in the Temaorary Right-of-Entry please disreeard tlus notice . �r�! , P� Ji 1 D Griffin �an , d Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail F'o��r oRT� TRANSPORTATION AND PUBLIC WORKS DEPARMENT Rlght of Way and Eeaements The City of Fort Worth * 90{I Monroe Street, Suite 4�4 * Fort Worth, Texas 76102 817/392-7590 Fax 817/392-8535 ♦ a S�nitary Sewer Matn 272-D2 S�nitary Sewer Systcm Reh�bltItaHoa and Improvemente Sanitary Sewer �tehabitltAtion Contract LIII (53) PArcel � IS Doe # 3764 / WO# PS58-0'10580175080 3209 Ridgle� Ave Lot 5, Block 29, Ridglea AddiNon CITY OF FORT WORTH ` TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW .ALL BY THESE PRESENTS '� COUNTY OF TARR.ANT § That the undersigned, hereinafter referred to as "Grantot", daes by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 29, Lot 5, Ridglea Addition also described as 3209 Ridglea Ave, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and conshvction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor wilt grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or cantractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with a11 and singular, the rights and appurtenances thereta, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the PropeYrty ta the condition it was in irnmediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20 , GRANTOR: Oliver & Page Pate Oliver Pate � .. TEMPORARY RIOFfiTOF ENTRY Rev. 6/2007 Page Pate � I _ _ _ GREENWAY AVENUE � �-�------- i ,� I Q � � � � �� ' S � PATE, OUVER R E«TI*JX PAlCE B. \ �G . �UT it0� RDOLLA AV[M!C ` � l0111 Mp1 171 7�Ii/ vau�c ��xi�r�ac »x n.R.r, i �IGE B. 4Y RD ��T�' SEWER TOP=747.J5 . �F� T II) ' FL-8"IN•7J8.96 (W) �i U 4Y RO �.-s• our�738.75 (E) TEMPORARY \ rx 7s� �s � ,, RIGHT OF ENTRY �� Y "' S ^1 ! M � x ! l j Y �t \ 1� � � N � \1 �Y~� t : �r r r �c�. � �'�'�►. � W _—� c h � � � 0 , 7" `�,,r - f � t � �Wr t l� � \'! � SEWER C�EJWOUT � � ` � � CP 1� a� CR�E / � 1 �,ts! � � � 4 `iA�F�6�R� � � r� , � .Y �� >= s ~' � � / Y '"�� ro�R' NnG��v. �� \ ?4' FE.�'�N 1� �, `'�U�� .�.f � �� i TOP� EXH I B IT "A" PARCEL NO. 1 5 32C]9 RIDC.t..EA AVENUE L�T 5 BL.C]CK 5 RIDGLEA ADDITIt�N VDL. 1 4Z55, PG. 3 1 2 P. R.T. C.T. F�R�r o��r� � May 12, 2010 CERTIFIED NO. 7009 1680 0002 0180 1588 BETTY C BANKSTON 6308 GREENWAY RD FORT WORTH TX 76 1 1 6-4692 RE: DOE # 3�64/ PARCEL NO. TROE-17 6308 GREENWAY RD LOT-3, BLOCK- 29, RIDGLEA ADDITION Dear Betty C Bankston: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no exnense to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. .Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry, I have enclosed the necessary agreement (s) for your property. Please sign the instrument (s) and return it to this offce in the self-addressed envelope provided. If the Temnorary RiQht-of-Entry is not siQned and returned bv the date given below, vou mav be held responsible for hiring a nrivate plumber, and connectin� to the new sewer line at vour own exaense. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation. If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou have alreadv sent in the Temaorary Right-of-Entry please disre�ard this notice S' cerely,� � . Jil D Griffin, Land gent , Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail TRANSPOI3TATION AND PUBLIC WORKS DEPARMENT Right of Way and Eesement� The City o! For,j„ Worth * 900 Monroe Street, Sulte 40A * Fort Wort6, Tezas 76102 817/342-7590 Fax 817/392-8535 �. , Sanitary Sewer Msin Z72-D2 Sanitary Sewer Syatem Rehabllltallon and Improvements Sanitary Sewer Rehabilitallon Contract LIII (53) Parcel # 17 Doe # 3764 / WO# PS58-070580175080 6308 Greenway Rd Got 3, Black 29, Ridgles AddiHon CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporaty right of entry onto property described as Block 29, Lot 3, Ridglea Addition also described as 6308 Greenway Rd, Fort Worth, Tarrant County, Texas, hereinafter refened to as the "Property", for the purpose of rehabilitation and constructian of or recannection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the i� Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior ta accessing the Property under this Right of Entry, EXECUTED this the day of , 20 , GR.ANTOR: Betty C Bankston Hetty C Bankston � .. A TEMPORARY RlGHT OF ENTRY (tev, 6i7007 , r---= . �. . � "` ( ) . i� ..�` �. ( • ] f y.�� ,.,�,� � s,.� , +t1� ..� ' .." 1�- � TEMPORARY � RIGHT OF ENTRY 2 6304 GREENWAY Rb DUNCAN, TIMOTHY S E 6304 GREENWAY RO FORT WORTH, TX 76116 a a � y I� W � m u�Sg . � � � N / � - - '�� '1 �.. , „, �►i� ., �"��n.,: "�!�►��„� , � � a� �. _ GREENWAY RD. ----__ �� 1 �� 1 1 3 � s� � c�Ewour LOT 3 BLOCK 29 4 BANKSTON, BETTY C 630e CREENWAV ROAO 6312 GREENWAY RD FORT WORTH� rx �e��e VOLUTAE 9960 pAGE 387 BIBB, SUMTER T III o.R.T.c.r. 6312 GREENWAY RO a � FORT WORTH, TX 76116 y� W Y � � W W � W � �OI a W 4 4 a � � ►- . ��► � ----_ EXH i B IT '�A" ti �o �?+oo .=� ► PARCEL Np. 1 '7 6308 GREENWAY ROAD LQT 3 BLOCK 29 RIDGLEA ADDITION VC]L. 996p, PG. 367 P. R.T. C.T. ��1� �� ':�-�-- � ,� _ r Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # 18 Doe # 3764 / WO# PS58-0705$01750$0 6304 Greenway RD Lot 2, Block 29, Ridglea Addition � �� ' 0 ��., . . � � . STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 29, Lot 2, Ridglea Addition also described as 6304 Greenway RU, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Lateral 2191. Upon execution of this agreement, Grantor will grant Grantee and. its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry.becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said� Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Froperty under this Right of Entry. EXECUTED this the day of , 20 . GRANTOR: Timothy S E Duncan Tirnothy S E Duncan TEMPORARY RIGHT OF ENTRY Rev. 6/2007 �� I i4�� SANI' FL-6"IN= FL-6"IN= fL-12" OUT= E X H I B I T��A�� PARCEL N�. 18 6304 C REENWAY RCIAD LOT 2 BL�CK�29 RIDCLEA ADDITION VO L. 1 4 1 1 Z, PG. 1 1 P. R.T. C.T. �� May 12, 2010 BLAKE D WILLIAMS 6405 KENWICK AVE FORT WORTH TX 76116 CERTIFIED NO. 7009 1680 0002 0180 1663 RE: DOE # 3764/ PARCEL NO. TROE-28 6405 KENWICK AVE LOT-23, BLOCK- 22, RIDGLEA NORTH ADDITION Dear BLAKE D WILLIAMS: In order fo improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no exnense to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessary agreement (s) for your praperty. Please sign the instrument (s) and return it to this offce in the self-addressed envelope provided. If the Temporary Rieht-of-Entry is nat signcd and returned bv the date �iven below. vou mav be held responsible for hiring a arivate alumber. and connectin� to the new sewer line at vour own expense. In order to project scheduling of this important improvement work, 1 would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation. If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou have alreadv sent in the Temnorary Right-of-Entry please disregard tlus notice. S'ncerely, . J 1 Gnifin, nd Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail ' � � � TRANSPORTATION AND PUBLIC WORKS DEPARMENT Right of Way and Easements '-� The City of Fort Worth * 91}0 Monroe Street, Suite A04 * Fort Worth, Texas 76102 817/391-�590 Fax 817/392-8535 : , ,, Sanitary Sewer Main 272-D2 Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS58-0705$0175080, D.O.E. Project No. 3764 6405 Kenwick Avenue Lot 23, Btock 22, Ridglea North Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARR.ANT § That the undersigned, hereinafter referred to as"Grantor", does by these presents grant and convey to the City of Fart Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 22, Lot 23, Ridglea North Addition as shown on the deed recorded in Instrument number D20$450615 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of new sewer line within an existin easement and disconnectinQ home from old sewer line. and reconnecting to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This .Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of 20� GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF EN?RY Rev. 6/2007 G:11210\3750-32\PROIECN2IGHTS OF ENTRYUiOE 2010-01-12128ROE.DOC . . �f � ��n �+-*ic �,utCGUIV AV� ' 1 I 6404 CURZON AVE PH PROPERTIES LLC 6416 CURZON AVE � I FORT WORTH, TX 76116 5608 S 14TH ST, 6400 CURZON AVE FORT SMITH, AR 72901 64�16ECURZiON AVEN R f MULLENpER, MICHEL �' FORT WpR7H, 7X 76116 E ETUX JU�IE � � W 6400 CURZON AVE x 4 F FORT WORTH, TX 76116 =� � � � � a a � � �� <�I , � \ V �� W ' SS MH \ �' y i � `� % J TOP=756.83 z' � FL-6'INa750.53 (W� � �'.��-�. � Q OUT 6"=750.43 (E) z 1' WIDE • /, � 2 � FLC�WEf2 � � -`- � � e_ DpX C.i �� I �.-. � a • 9+00 �� Y �'PECAt��i� � • . z4'� AN � 24' PECAN � � � � CONCRETE PARKINC I� N FI I 1 C � ` 6' YlOUD g' y,�p ��iACK �aH��7iE �� C RY NCE f [NCk� 18'HAC BERRY 1 '� �� CHAIN (INK F[M�F P `� , � � 6401 KENWICK AVE Q GREEN, DOUGLAS & � MISTY MCDONALD �-" 6401 KENWICK AVE �t"� FORT WORTH, TX 76116 � �G 1 rn 1 24 Z G � — — 41 z iw J � U W TEMPORARY RIGHT OF ENTRY N ; 0 0 0 N O � � w N a °qJ� "`n^"'^ ^"`""` ( 6413 KENWICK AVE iORT WORTH, TX 76116 6409 KENWICK AVE >TRUMENT D.R T C T, 02084506t5 ESPIN02A, ANTONIO M 6 13L KENWICK AVE & GILA FORT WORTH, TX 7f 6409 KENWICK AVE � 'FORT WORTH, TX 7g��g I 2�r . �3 22 21 KENWICK AVENUE EXH i B IT ��A�� a PARCEL ND. 28 6405 KENWICK AVENUE LC]T 23 BLOCK 22 RIDCLEA Nt�RTH ADDITIt�N INSTRUMENT NUMBER D21�845�61 5 P. R.T. C.T. PLOTTEO: Jon iJ,1010 - 9: , R �`' ! May 12, 2010 CERTIFIED NO. 7009 1680 0002 0180 1687 BENJAMIN & ELLEN BROWNING 6441 KENWICK AVE FORT WORTH TX 76116-4408 RE: DOE # 3764/ PARCEL NO. TROE-44 6441 KENWICK AVE LOT-14, BLOCK- 22, RIDGLEA NORTH ADDITTON Dear BENJAMIN & ELLEN BROWNING: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no expense to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessary agreement (s) for your property. Please sign the instrument (s) and return it to this office in the self-addressed envelope provided. If the Temporary RiPht-of-Entry is not siened and returned bv the date given below, vou mav be held responsible for hirin� a arivate plumber. and connectinQ to the new sewer line at voar own exuense. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation, If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou have alreadv sent in the Temporary Right-of-Entry ptease disreQard this notice. S' ly� , Jill Gnff n, L nd Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail TRANSPORTATION AND PUBLIC WORKS DEPARMENT Rlght of Way and Eaeements The Clty o[ Fort Worth * 900 Monroe Street, Suite 404 * Fort WorthyTexas 96102 817/392-7590 Fax 817/392-8535 / � / ' Sanitary Sewer Main 272-D2 �.� Sanitary Sewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Water Project No. PS5$-0705801750$0, D.O.E. Project No. 3764 6441 Kenwick Avenue Lot 14, Block 22, Ridglea NoMh Addition Fort Worth, Texas 76116 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXA.S § § KNOW ALL BY THESE PRESENTS � { COUNTY OF TARRANT § day of , 20_ (Signature) That the undersigned, hereinafter refened to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 22, Lot 14, Ridglea North Addition as shown on the deed recorded in Instrument number D208254982 Tarrant County Deed Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of construction of new sewer line within an e�istin� easement and disconnectine home from old sewer line, and reconnectine to new sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singulaz, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the GRANTOR: (Please Print) (Authorized Title) TEMPORARY R1GHT OF EN7'RY Rev. 6/2007 G:1121013750-32V'ROJEC7IRIGHTS OF EN?RYVtOE_2010-01-12144ROE.DOC � � � . � 9 )N AVE �TTHEW B �N AVE �, TX 761 16 � c� � �� _� i r �� 4 � C'i-tAln! ��v ,-.�__. `t � � 10 I6440 CURZON AVE � BUSH, WILLIAM R ETUX JILL 6440 CURZON AVE FORT WORTH, TX 76116 ' Y'��=� 15+ ��a W � � r� �, 0 �o I SS MH TOP=758.99 F��-6"IN=753,29 WOOp OUT 6"=753.1g SHED I' WfDE w •� E.ipX � / ]O � Ga� "'— "--- =�^.s.L•'�VC�. � 8 � � rvn.� I V •� r � WOOD � p� pAK SHED <ENWICK AVE 6437 KENWICK AVE RUTH MOORE BOONE, KATNI.EEN A <ENWICK AVE 6437 KENWICK AVE VORTH, 7X 7611 FORT WORTH, TX 7611 � I 15 16 ----- — — KENWICK AVENUE I I �� I � 11 � 12 � � R DDLE, UMAR HA v� I 6448 CURZON AVE I 6400 INCA RD KREIG, MELISSA ETVIR -. FORT WORTH, TX 761 16 JOHN K 3` 6448 CURZON AVE n � FORT WORTH, TX 761 16 ��► w n� x' � � z,ll I a� fi = � r �c r� w � a � I �' j � ��i4'EL ��'o x I ' �c � WOOD U � � r-'�...-. sI Fw� .� I�_..�. (''3a_ V I � � ��%'. ;111i��i�'.'�''''�`� - • , UI I O N cowca.�.rF �6� DRNE LOT 14 BLOCK 22 � BROWNING, BENJAMIN ETUX EILEN 445 KENWICK AVE 6441 KENWICK AVENUE voRT woRna, nc �s�ts WENSON, HELEN M NSTRUMENT NUMBER 0208254982 445 KENWICK AVE o.R.r.C.7. ORT WORTH, TX 76116 zo' � 14 � � 13 TEMPORARY RIGHT OF ENTRY N I 0 a 0 � , � � 0 CiG� PLOTIED: EXHIBIT ��A�� PARCEL ND. 44 6441 KENWICK AVENUE LC�T 14 BLDCK 22 RIDGLEA NORTI--I ADDITION INSTRUMENT NUMBER D2D8254982 P. R.?'. C .T. 0 � � J _ � W c'� cP ;/��, ic,cvw — t:oypm � ', ' ' � � May 12, 2010 CERTIFIED NO. 7009 1680 0002 0180 1649 JOSEPH D& CYNTHIA M CASON 6233 KENWICK AVE FORT WORTH TX 76116 RE: DOE # 3764/ PARCEL NO. TROE-66 6341 KENWICK AVE LOT-9, BLOCK- 15, RIDGLEA NORTH ADDITION Dear JOSEPH D& CYNTHIA M CASON: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no expense to the owner: The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, couriyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessary agreement (s) for your property. Please sign the instrument (s) and return it to this office in the self-addressed envelope. provided. If the Temporary Right-of-Entry is not siQned and returned bv the date Qiven below, vou mav be held responsible for hirins a nrivate nlumber, and connectinQ to the new sewer line at vour own expense. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your cooperation. If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou have alreadv sent in the Temporary Right-of-Entry please disreQard this notice. c el� �� Ji D Griffin, Land Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail TRANSPORTATION AND PUBLIC WORKS DEPARMENT Rlght of Way and Easements T6e City of Fort Worth * 900 Monroe.Street, Suite 404 * Fort Worth, Texas 76102 81�/392-7590 Fax 81'7/392-8535 ' Satutary Sewer Main 272-D2 Sanitary 5ewer System Rehabilitation and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # TROE-65 Doe # 3764 / WO# PS58-070580175080 6341 KENWICK AVE Lot 9, Block 15, Ridglea Nnrth AddiNon CITY OF FORT WORTA TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter refened to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block-15, Lot-9, Ridglea North Addition, also described as 6341 KENWICK AVE, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12191. Upon execution of this agreement, Grantor will gant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. Tlus Right of Enhy shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforemenrioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singulaz, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Enhy. EXECUTED this the day of , 20 • GRANTOR: JOSEPH D& CYNTHIA M CASON JOSEPH D M CASON TEMPORARY R[GHT OF ENTRY Rev. 6r2007 � CYNTHIA M CASON � . � \ \ ��a � 3 Y U \ � m \ � AREA �� 7+Oi �. P g WO W00 POOL AREA REfAINING WAIL • 1 " TREE _TRE WOOD 1 \ >. \ , Z 1 2 SS MH a, � � TOP>754,03 „ FL-6'IN=747.7 (Y� � • � OAK~_747.63 �)a 1 � PP FRAME I FRAME 4N w GARAGE � GARAGE / I1 " PECAN �ii 16'P�CA\ ?� � 1 SS MH � 1 '' TOP=753,28 � Q Fl-6"IN�744.53 (W) � � � ouT e`=744.43 (E) �M p OR AR Y � � RIGHT OF ENTRY � CK AVE � 6337 KENWICK AVE LOT 8 BLOCK 15 CASON JOSEPH D E7U% CYNTHtA M DA WEBBER, THERESA R �z� �„�c �rc CK AVE AKA MARY THERESA ronT wo�}µ rn ntu I INSiRWtNT MUY6E11 020i27016!I 1 1, TX WE66ER o.e.r,cr, 6337 KENWICK AVE � � FORT WORTH, TX 76116 9 I 10 i U4UU 4U1'CLUIV HVt FOR7 WbRTH, TX 761 1 f t' WIOE FLOWER 80X P N • 2 " PEC 1 24' PECAN � , � � 6401 KENWIC GREEN, OOUt MISTY MCDOP 6401 KENWIC FORT WORTH , � � CP N73 N 0 a 0 � � � 0 � Q EXH 1 B IT ��A�� PARCEL N(�. 66 6341 KENWICK AVENUE LOT 9 B LC! C K 1 5 RIDGLEA NORTH ADDITION INSTRUMENT NUMBER D2092'7C� 1 8�5 P. R.T. C.T. �� PLOITED: Jon 12,2010 — e:52pm FORT ORT� � May 12, 2010 CERTIFIED NO. 7008 1830 0001 0066 3441 VILLAGE AT CAMP BOWIE I LP 5950 SHERRY LN STE 440 DALLAS TX 75225-6574 RE: DOE # 3764/ PARCEL NO. TROE-68 6333 CAMP BOWIE BLVD LOT-E & F, BLOCK- 3�, RIDGLEA NORTH ADDITION Dear VII,LAGE AT CAMP BOWIE I LP: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. Due to a lengthy delay on this project, The City of Fort Worth is preparing to start construction for this project. In order to disconnect you from the old sewer and reconnect you to the new sewer, it has been determined that a Temporary Right-of-Entry Agreement will be required. It gives the City's contractor right-of-entry to the work areas for the purpose of connecting your home or business to the new sewer line. All work will be done at no expense to the owner. The City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. It is important that this project goes to construction as soon as possible. In order for this to take place, I respectfully request your cooperation in providing the necessary right-of-entry. I have enclosed the necessary agreement (s) for your property. Please sign the instrument (s) and return it to this office in the self-addressed envelope provided. If the Temporary Right-of-Entry is not siened and returned bv the date given below, vou mav be heId resnonsible for hiring a arivate plumber, and connectine to the new sewer line at vour own expense. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than June 2, 2010. We appreciate your eooperation. If you have any questions, please do not hesitate to contact me at 817- 392-6253. If vou have alreadv sent in the Temporary Ri�ht-of-Entry please disreQard this notice. S' cerely, .• Ji D riffin;'��lnd Agent Enclosed; Texas Land Owners Bill of Rights Cc: Regular Mail TRANSPORTATION AND PUBLIC WORKS DEPARMENT Right of Way and Easements The C1ty of Fort Worth * 900 Monroe Street, Suite 404 * Fort Wortb, Texae 76102 817/392-7590 Fax 817/39Z-8535 Sanitary Sewer Main 2'72-D2 � Sanitary Sewer System RehabilitaHon and Improvements Sanitary Sewer Rehabilitation Contract LIII (53) Parcel # TROE-68 Doe # 3764 / WO# PS58-070580175080 6333 CAMP BOWIE BLVD Lot E& F, Block 37, Ridglea North Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNUW ALL BY THESE PRESENTS �.._ COUNTY OF TARRANT § That the undersigned, hereinafter refened to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block- 37, Lots E& F, Ridglea North Addition, also described as 6333 Camp Bowie Bld, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Propert}�', for the purpose of rehabilitation and construction of or reconnection of private service to Sanitary Sewer Latera12191. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singulaz, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20 . GRANTOR: VILLAGE AT CAMP BOWIE I LP (Please Print) (Authorized Title) �. 7'EMPORARY R1GHT OF ENTRY Rov. 6/2007 (Signature) � . r ' G I� I I C n Z O � O GUY � � N I d 0 � � � 0 � f � 1 I i I I 7EMPORARY RIGHT OF ENTRY I oI � N 2+00 CONCREfE ASPHALT ROAO LOT E k F BLOd( 37 VILLAGE AT CAMP BOIME I tP 6iso �Y lN 6tE 440 DAILAS, lENA9 7617D IN97NAAE1IT NUY9ER D�010173E9 D.14T.GT. BLOCK 37 RIDGLEA VOL. 388-73, PG. 60 P.R,T.C,T. �� u� � � N ln (O i' � ssMH w/cc ii TOP=734.14 IN 6"=728.64 � _QUT x"=727.94 � _ E X H 1 B 1 T��A �� PARCEL N0. 68 6333 CAMP BOWIE BLVD LDTS E& F' BLC.ICK 37 RIDGLEA ADDITI�N INSTRUMENT NUMBER D2C]4027585 � P. R.T. C.T. % � 55MH 70Pm733,61 A IN 6"=7. B IN 6"=7: s° our=n� � u¢ PLOTTED: Jon 12.2010 - 5:08pm 1 +0�